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Program overview 09-Nov-2018 17:05 Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

Code Omschrijving CIE-SE Track Structural Engineering (SE) CIE-SE Compulsory for all SE areas CIE4100 CIE4110 CIE4115 CIE4121 CIE4140 CIE4160 CIE4180 CIE4190

ECTS

Materials and Ecological Engineering Timber and Timber Structures 1 Steel Structures 2 Steel Structures 3 Structural Dynamics Prestressed Concrete Plates and Slabs Analysis of Slender Structures

4 4 4 4 4 4 4 4

Structural Mechanics 4 Concrete Structures 2 Dynamics and Introduction to Continuum Mechanics

4 4 4

p1

p2

p3

p4

p5

CIE-SE Electives for all SE Areas CIE3109-09 CIE3150 CIE4145-09

All other courses in the SE programme CIE-SE Specialisation Structural Mechanics (SE-SM) CIE-SE Specialisation Structural Mechanics (SE-SM), compulsory CIE4130 CIE4143 CIE4150 CIE5123 CIE5145 CIE5148

Probabilistic Design Shell Analysis, Theory and Application Plastic Analysis of Structures Introduction to the Finite Element Method Random Vibrations Computational Modelling of Structures

4 4 4 4 4 4

CIE-SE Specialisation Structural Mechanics (SE-SM), electives CIE4353 CIE5142 CIE5144

Continuum Mechanics Computational Methods in Non-Linear Solid Mechanic Stability of Structures

6 3 3

CIE-SE Specialisation Concrete Structures (SE-CS) CIE4170 CIE4281 CIE5110 CIE5127 CIE5130 CIE5148

Construction Technology of Civil Engineering Structures Building Structures 2 Concrete - Science and Technology Concrete Bridges Capita Selecta Concrete Structures Computational Modelling of Structures

4 4 4 4 4 4

CIE-SE Specialisation Steel and Timber Construction (SE-STC) CIE-SE Specialisation Steel and Timber Construction (SE-STC), compulsory CIE5122 CIE5124 CIE5125 CIE5126 CIE5128 CIE5131

Capita Selecta Steel and Aluminium Structures Timber and Timber Structures 2 Steel Bridges Fatigue Fibre-reinforced Polymer (FRP) Structures Fire Safety Design

4 4 4 3 3 3

CIE-SE Specialisation Materials & Environment (SE-ME) CIE4030 CIE5100 CIE5102 CIE5110 CIE5126 CIE5130 CIE5146

Methodology for Scientific Research Repair and Maintenance of Construction Materials Forensic Building Materials Engineering Concrete - Science and Technology Fatigue Capita Selecta Concrete Structures Micromechanics and Computational Modelling of Buillding Materials

3 4 3 4 3 4 3

CIE-SE Specialisation Road and Railway Engineering (SE-RRE) CIE4860 CIE4870 CIE4880 CIE5850 CIE5871

Structural Pavement Design Structural Design of Railway Track Road Paving Materials incl. Laboratory Experiment Production, Construction and Maintenance of Asphalt Concrete Pavements Capita Selecta Railway and Road Structures

6 4 7 3 4

CIE-SE Specialisation Hydraulic Structures (SE-HS) CIE-SE Specialisation Hydraulic Structures (SE-HS), Compulsory CIE3310-09 CIE3330

Open Channel Flow Hydraulic Structures 1

4 4 Page 1 of 83

CIE4130 CIE4170 CIE4310 CIE4345

Probabilistic Design Construction Technology of Civil Engineering Structures Bed, Bank and Shore Protection River Dynamics 1

4 4 4 4

CIE-SE Specialisation Hydraulic Structures (SE-HS), Electives CIE4305 CIE4325 CIE5304 CIE5310 CIE5313 CIE5314

Coastal Dynamics I Ocean Waves Waterpower Engineering Probabilistic Design in Hydraulic Engineering Hydraulic Structures 2 Flood Defences

6 6 3 3 3 3

Page 2 of 83

1.

Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Track Structural Engineering (SE)

Page 3 of 83

Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Compulsory for all SE areas

Page 4 of 83

CIE4100 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Summary

Materials and Ecological Engineering

4

Dr. H.M. Jonkers 0/0/4/0 3 3 3 4 English CTB1320 'Construction Materials and Sustainability' (formerly courses CT1121 plus CT1122) but is not obligatory for master students Sustainability concepts in relation to civil engineering activities are treated and discussed. Focus of the course is on two subjects: 1. Application and integration of ecosystem functions (goods and processes) in the built environment for the benefit of both: mitigation urban problems 2. Sustainable development and quantification of sustainability (environmental impact) of building materials and constructions: use of Life Cycle Assessment (LCA) tools on different levels of scale Topics which will be treated are: 1. Defenition of sustainability (People - Planet - Profit) in relation to civil engineering practices 2. Ecosystem goods and services and integration in the rural and urban environment 3. Landscape ecology and infrastructure 4. Roads and environmental effects 5. Renewable energies and building materials 6. Life Cycle Assessment (LCA) techniques relevant for the field of civil engineering at different levels of scale Furthermore, currently running TUD-related research programs linking sustainable practices and civil engineering will be highlighted: 1. Bio-based and bio-adaptive civil engineering materials 2. Building with Nature concepts and case studies 3. Development and application of Self Healing materials 4. Geopolymers and other unconventional sustainable construction materials Practical parts: The course includes a Case study, comprising a group assignment, report and presentation focusing on two aspects:

Course Contents

1. Application of Ecosystem Functionality in the built environment 2. Application of LCA techniques Sustainability concepts in relation to civil engineering activities are treated and discussed. Prime focus lies on two aspects: 1. Recent technological developments and application of ecosystem functions and sustainable (bio-based) processes which enable substantial reduction of harmful emissions and use of finite raw materials of civil engineering practices, and 2. Quantification of sustainability using Life Cycle Assessment (LCA) techniques In the course 5 main subjects are covered, these are:

Study Goals

Education Method Course Relations Literature and Study Materials Assessment Tags

Contact Expected prior Knowledge Academic Skills Literature & Study Materials Judgement

1. Sustainability and Ecological Engineering theories and concepts 2. Civil Engineering practices and their environmental effects 3. Ecosystem functioning and potential for application in civil engineering practices 4. Tools to quantify sustainability performance on different scale levels 5. Examples of TUD research in which theories and concepts of ecological engineering is brought into practice in order to improve sustainability performance of civil engineering practices After the course the student is able to: 1. Define the meaning of Sustainability- and Ecological Engineering theories, concepts and principles 2. Identify, analyse and evaluate negative effects of civil engineering practices on both the natural environment and society 3. Apply and integrate ecosystem functioning in (novel) civil engineering designs (built environment) to improve its sustainability performance 4. Quantification of sustainability performance of civil engineering actions (processes and constructions) using Life Cycle Assessment (LCA) tools 5. Exemplify and criticize the applicability and usefulness of currently running TUD sustainability-related research programs for (future) optimization of Ecological Engineering designs in the built environment. Lectures, discussions, exercises, paper presentation, one obligatory case study: reporting and presentation by students CIE4100 builds further on CTB1320 'Construction Materials and Sustainability', however, foreknowledge is not obligatory. Power point presentations; Reader CIE4100; Specific scientific papers; these will be made available via Blackboard Written exam (40%) plus one case study (60%). Minumum grade for each subgrade is 5,0 and overall grade grade must be 5,75 or higher Group Dynamics/Project Organisation Integrated Sustainability Dr. Henk M. Jonkers - [email protected] 1st year course CTB1320 Construction Materials & Sustainability (formerly courses CT1121 + CT1122) or similar (not obligatory) Scientific reporting skills, both orally (presentations) and written (case study reports) Power point presentations: lectures and case study presentations Reader CIE4100; specific research papers; All information will be made available on Black Board Final grade is the combination of written examination and case study. Calculation: written exam 40%, case study: 60%. Minimum subgrade for both: 5,0 and average must be >5,75 Page 5 of 83

Permitted Materials during Exam Collegerama

Dictionary, calculator Yes

CIE4110 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals Education Method Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

Timber and Timber Structures 1

4

Ir. G.J.P. Ravenshorst 5/0/0/0 1 1 1 2 English The course deals with material properties of timber and timber products, the design of timber structures including strength, stiffness and stability verifications for columns and beams. Bracings for stabilizing whole structures and the design of timber joints with several fastener types like bolts and dowels are included. Attention is also given to design and manufacturing of timber frame housing. Timber and wood-based panels: properties and production of timber, glulam and wood-based panels, anisotropy. Beam calculations: tension/compression, bending/torsion, shear, holes and notches, stress combinations, buckling and lateral torsional buckling. Joints: dowel type fasteners (nails, dowels, screws and bolts), steel plates, split-ring joints, toothed-plate joints. Design rules for built-up beams. Trusses: shapes of trusses, joints in trusses. Facades and stability of structures: structures of facades, bracings. Portal frams and arches, Tapered and curved beams. Timber frame housing: structural aspects, structural detailling, diaphragms. Students will be able to design a wide variety of timber structures, using modern materials such as glulam, perform strength and stability verifications in accordance with modern design codes. Lectures, exercises Syllabus STEP Timber Engineering 1 Available at Secretariat of GCC. Obligatory lecturenote(s)/textbook(s): Lecture notes, available at Blackboard. Written exam Bachelor civil engineering The backgrounds behind the equations in the timber design codes will be explained and the students will be challenged to explain the conseqeunces of choices made by code writers Syllabus STEP Timber Engineering 1 Available at Secretary of GCC. Obligatory lecturenote(s)/textbook(s): Lecture notes, available at Blackboard. Written exam grade is final grade Calculator No

Page 6 of 83

CIE4115 Responsible Instructor Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Steel Structures 2

4

Ir. M.P. Nijgh Ir. P.A. de Vries Prof.dr.ir. J. Wardenier Prof. M. Veljkovic Dr. M. Pavlovic 6/0/0/0 1 1 1 2 English Introduction, material properties, products fabrication, design and verification. Analysis of cross sections Strength of beams and frames Stability of columns and frames Lateral stability of beams Stability of non prismatic members, build up members and elastically supported members Welding, calculation of welds Calculation of welds, bolts Calculation of bolted connections Design and analysis of connections Connections in frames

Study Goals Education Method Reader

Assessment Permitted Materials during Tests Contact

Expected prior Knowledge Academic Skills Judgement Permitted Materials during Exam

Introduction, developments, properties and applications of hollow sections Behaviour of hollow sections joints (general) Circular hollow sections joints Rectangular hollow sections joints Joints between open sections and hollow sections Knowledge about behaviour of frames, connections, joints and tubular structures Lectures Tubular structures from Prof. dr. ir. J. Wardenier Reader for other subjects is available Compendium with examples will become available during the course for all topics. Written exam Pen, drawing attributes and a calculator ir. M.P. (Martin) Nijgh Stevin 2 room 2.60 Email [email protected] BSc of CiTG or comparable Analyses existing structures in steel Design new structure in steel The result for the exam is the final result. Pen, drawing attributes and a calculator Formula sheets are available for the exam

Page 7 of 83

CIE4121 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Steel Structures 3

4

Dr.ir. R. Abspoel 0/0/6/0 3 3 3 4 English Plastic mechanism theory General steel knowledge like Structural Safety in the Bachelor and Steel Structures 2 in the Master Composite structures Composite beams: Types of composite action between steel and concrete Application of composite beams Properties of shear connectors Simply supported beams with full strength shear connection and partial strength shear connection Statically undeterminate composite beams Shear force Calculation according to the elastic and plastic theory Calculation of the deflections Cracks of the concrete Composite floors: Application of composite steel concrete plate floors Execution stage of composite steel concrete floors Verification of the bearing capacity in the ultimate limit state Calculations of the deflections in the serviceability limit state Design tables Composite colums: Application of composite steel concrete columns Principles of the calculation Capacity of a composite steel concrete column under compression Relative slenderness Composite steel concrete column under compression and bending Composite steel concrete column under compression and bi-axial bending Joints in composite steel concrete structures: Design and shapes Calculation Fire resistance of composite steel concrete structures: Composite steel concrete beams Composite steel concrete columns Composite steel concrete floors Plate buckling: Plate buckling of stiffened plates Plate buckling of unstiffened plates Linear elastic plate buckling theory Stress reduction method Post critical strength Effective width methode Special beams: Plate girders Cold formed sections

Study Goals

Education Method Literature and Study Materials Reader

Assessment Exam Hours Permitted Materials during Tests Contact

Expected prior Knowledge

Component method for bolted joints Understanding the behaviour of: - composite elements like beams, columns and floors - plated structures - cold formed sections Being able to determine the structural safety of the above mentioned elements Lectures Available at the Blackboard website. There is a reader for: - composite elements - plated structures - cold formed sections Written exam. Exam 3 hours Pen, drawing attributes and a calculator Lecturer and coordinator for this course is: Roland Abspoel PhD MSc BSc Email: [email protected] Phone: 015-2785358 Room: Stevin 2 2.54 BSc of CiTG or comparable Steel structures 2 Plasticity Concrete structures 2

Page 8 of 83

Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Analyse of existing steel and composite structures Design of new steel and composite structures For every part of this course there is a syllabus available. Compendium with examples The result for the exam is the final result. Pen, drawing attributes and a calculator No

CIE4140 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Structural Dynamics

4

Prof.dr. A. Metrikine 0/0/6/0 3 3 3 4 English Introduction. Challenging dynamic problems of modern civil engineering; Types and sources of dynamic loading on structures; Dynamic behavior of systems with 1 and 2 degrees of freedom revisited: main phenomena, introduction to the Fourier Analysis. Stability of discrete systems with 1 and 2 degrees of freedom The notion of the dynamic stability. The criterion of instability of linear dynamical systems. Galopping and flutter. Vibrations of discrete systems with N degrees of freedom (N DOF). Derivation of equations of motion; Free vibrations of undamped N DOF systems: natural frequencies and normal modes, modal mass matrix and modal stiffness matrix, the Rayleigh method; Forced vibrations of undamped N DOF systems: Modal Analysis, the steady-state response to a harmonic load, the frequency-response function. Modal Analysis, Fourier Analysis, the steady-state response to a harmonic load of N DOF systems with viscous damping. Vibrations of one-dimensional (1D) continuous systems of finite length. Derivation of equations of motion for beam in bending, beam in shear, rod in axial motion, rod in torsion and taut cable; The boundary and interface conditions for continuous systems; Free vibrations of undamped 1D continuous systems: the method of separation of variables, natural frequencies and normal modes; Forced vibrations of 1D continuous systems (both with and without viscous damping): Modal Analysis, Fourier Analysis, the steady-state response to a harmonic load. Waves in one-dimensional (1D) continuous systems. Excitation, propagation, reflection and transmission of pulses in cables and rods; Harmonic waves and representation of traveling pulses as the superposition of the harmonic waves; Dispersion Analysis; The steady-state response of piles and rails to harmonic loads. Challenging dynamic problems of modern civil engineering; Types and sources of dynamic loading on structures; Dynamic behavior of systems with 1 and 2 degrees of freedom revisited: main phenomena, introduction to the Fourier Analysis, aeroelastic instabilities (galloping and flutter).

Study Goals Education Method Course Relations Literature and Study Materials

Assessment Permitted Materials during Tests Expected prior Knowledge Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

The goal of this course is to introduce various dynamic models of structures and to acquaint the students with the main ideas and methods of structural dynamics. Lectures CIE4140 is based upon CTB2300. Mandatory Material: 1. Spijkers J.M.J., Vrouwenvelder, A.C.W.M., Klaver E.C., Structural Dynamics; Part 1: Structural Vibrations. Lecture Notes CT 4140. 2. Metrikine, A.V., Vrouwenvelder, A.C.W.M., Structural Dynamics; Part 2: Wave Dynamics. Lecture Notes CT 4140. 3. Lecture Slides (available on Blackboard) Written open book exam. No intermidiate tests are planned. The knowledge of the dynamics of SDOf systems and 2 DOF systems without damping; The displacement method and Lagrange formalism. Analytical thinking; Critical appraisal Mandatory Material: 1. Spijkers J.M.J., Vrouwenvelder, A.C.W.M., Klaver E.C., Structural Dynamics; Part 1: Structural Vibrations. Lecture Notes CT 4140. 2. Metrikine, A.V., Vrouwenvelder, A.C.W.M., Structural Dynamics; Part 2: Wave Dynamics. Lecture Notes CT 4140. 3. Lecture Slides (available on Blackboard) Based on the result of the written exam. Consulting any written text brought in by the students is permitted during the exam; although texting (as well as talking) by mobile phone is prohibited. Yes

Page 9 of 83

CIE4160 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Summary

Course Contents

Study Goals

Education Method Literature and Study Materials

Prerequisites

Assessment Permitted Materials during Tests Enrolment / Application Remarks Contact Expected prior Knowledge Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

Prestressed Concrete

4

Dr.ir. C.R. Braam 0/0/0/4 4 4 4 5 English This course concerns the fundamental aspects and points of interest in the design and detailing of prestressed concrete structures. A detailed overview of different techniques and their characterics is presented, covering pre-tensioning, post-tensioning, partially prestressing, external prestressing and bonded and unbonded tendons. The equivalent prestressing load approach as a general procedure in the flexural analysis of statically determinate and statically indeterminate structures is introduced. The effects of shrinkage, creep and relaxation on loss of prestressing and redistribution of forces are discussed. Special attention is given to the crack width control in partially prestressed members and the bending moment and shear resistance in general. Strut and tie models are used for shear resistance and to introduce forces in disturbed regions. Detailing of prestressed structures is discussed. Basic concepts of prestressing and technology aspects of pretensioning and post-tensioning Prestressed concrete behaviour presented for members subjected to pure axial load and to combined flexure and axial load Response of prestressed concrete members to sectional forces such as axial load, bending moment and shear Allowable stresses in design computations to meet requirements from ultimate and serviceability limit states Equivalent prestressing load approach to determine the forces in statically indeterminate prestressed systems Fundamentals of shrinkage, creep and relaxation Loss of prestressing and redistribution of forces caused by shrinkage, creep and relaxation Bending moment capacity in ultimate limit state Shear resistance of prestressed concrete; design for shear based on strut and tie models Partially prestressed concrete; control of crack width Detailing of prestressed structures; disturbed regions from concentrated loads, e.g. in anchorage zones Example on the use of strut and tie models in the design of a beam with a dapped end Characteristics of partially prestressed concrete Unbonded post-tensioning External post-tensioning After successful completion of this course, the student should be able to understand and to predict the response of prestressed concrete members and to design prestressed concrete structures. The student understands and applies the basic concepts of prestressed concrete and the technologies on pretensioning and post-tensioning and bonded and unbounded tendons. The student should be able to demonstrate and calculate: the influence of time dependent effects on the loss of prestressing; the characteristic advantages and disadvantages of external prestressing; The student can calculate: the shear and bending moment resistance of prestressed concrete structures, both statically determinate and statically indeterminate; the crack width in partially prestressed concrete structures. The student can apply strut and tie models. Lectures, examples Obligatory lecturenote(s)/textbook(s): Prestressed Concrete Other material: Elaborated examples (a selection from exams) on Prestressed Concrete CTB2220 Steel and Concrete Structures 1 CTB3335/CIE3150 Fundamentals of prestressed concrete with regard to statically determinate structures CTB1110 Structural Mechanics 1 CTB1310 Structural Mechanics 2 CTB2210 Structural Mechanics 3 CTB3330 / CIE3109 Structural Mechanics 4 Grade = Written exam (with open questions) result One page A4-format(use one side only) with homemade notes and a calculator Enrolment through TAS (Exam Enrolment System) Final grade = written exam result C.R. Braam, room 2.06 Stevin II Telephone +31 (0)15 2782779, e-mail [email protected] CIE3150/CTB3335 analysis, application, literature survey Obligatory lecturenote(s)/textbook(s): Prestressed Concrete Other material: Elaborated examples (a selection from exams) on Prestressed Concrete Grade = written exam result A4, one page only Yes

Page 10 of 83

CIE4180 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals Education Method Literature and Study Materials Assessment Remarks Expected prior Knowledge Academic Skills

Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Plates and Slabs

4

Dr.ir. M.A.N. Hendriks Dr.ir. P.C.J. Hoogenboom 0/6/0/0 2 2 2 3 English Plates loaded in plane: The three systems of basic equations (kinematic, constitutive, equilibrium); rigid body displacements and deformations; several analytic solutions for rectangular plates; application of plane stress/strain to engineering structures; introduction to the finite element method; formulation of plane stress/strain elements; numerical integration schemes. Plates loaded out of plane (slabs): The three systems of basic equations for plate bending including shear deformation; simplification to the pure bending equation; formulation of special boundary conditions; several analytical solutions and various load and boundary conditions; finite element formulation of slab element; computational issues. The goal of the course is to get familiar with the fundamental theory of plates and slabs. For practical applications, the Finite Element Method is introduced and utilized extensively for the solution of realistic plate and slab study cases. Lectures, practical exercises Plate analysis, theory and application, Volume 1, Theory Plate analysis, theory and application, Volume 2, Numerical methods Written exam; Assignments Assignments: Application of the finite element method to two plate theory related problems. No retakes possible. Results are valid only for in combination with the written exams of the same academic year. Bachelor courses in calculus, statics and engineering mechanics. The assignments are planned during the second half of the course. The use of a finite element program is required. During the first half of the course students are encouraged to become familiar with a finite element program (self-study). Information will be given during the first (introductory) lecture. Plate analysis, theory and application, Volume 1, Theory Plate analysis, theory and application, Volume 2, Numerical methods The final grade is based on the written exam (70%) and the assignments (30%). You are allowed to bring a calculator and a one page formula sheet (can be two sided) which is in your handwriting (and does not need a magnifying glass to read). No

Page 11 of 83

CIE4190 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Required for Parts

Analysis of Slender Structures

4

Ir. J.W. Welleman 6/0/0/0 1 1 1 2 English CIE5123, CIE5142 Part 1 - Basic differential equations of the theory of structures Elementary loading cases and continuously distributed elastic reaction forces for: - Axial deformation of bars - Shear beams and frames - Euler-Bernoulli bending beam and static Timoshenko shear beams - Cables - Curved beams Part 2 - The mechanical behavior of combined systems - Introduction to parallel and series systems - The suspension bridge as a beam-cable structure - Shear wall-frame structures - Other typical combined systems (taut cable with flexural rigidity, slender beam under tension, off-shore riser, parabolic roof structures) Part 3 - Fundamentals of matrix structural analysis

Course Contents

Study Goals

Education Method Reader Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

The matrix displacement method: - Truss element, Euler-Bernoulli and Timoshenko beam elements - Equivalent nodal forces - Constraint equations - Rotation of element arrays - Solution procedure This course serves as an introduction to the static analysis of characteristic civil engineering slender structures and to matrix structural analysis. Typical slender structures such as tall buildings and suspension bridges will be reduced to an equivalent one dimensional mechanical system. A systematic approach is used to express the mechanical behavior of these systems into mathematical terms. After the successful completion of the course, the students are able to: - express in mathematical terms the mechanical behaviour of characteristic civil engineering slender structures; - formulate the underlying mathematics of the matrix displacement method; - describe a typical solution procedure (analytical or numerical); - list a series of "tricks of the trade" and common pitfalls; - recognise and explain characteristic phenomena; - describe the solution procedure in relation to a simple slender structure; - apply the appropriate procedure for solving a simple slender structure; - contrast solutions obtained by solving the governing equation against those obtained by using the matrix displacement method; - formulate a solution procedure, analytical or numerical, for a generic slender structure; - assess the quality of the solution (analytical or numerical). classes with exercises "An Introduction to the Analysis of Slender Structures" by A. Simone (available via CourseBase and the website). Written exam. Solution of ordinary differential equations, matrix algebra, basics of engineering mechanics. Knowledge, comprehension, application, analysis, synthesis, evaluation. Reader and material provided via CourseBase and the webpages. The final grade is determined on the basis of the written exam. None No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Electives for all SE Areas

Page 13 of 83

CIE3109-09 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Education Method Course Relations Literature and Study Materials

Structural Mechanics 4

4

Ir. J.W. Welleman 0.0.6.0 3 3 3 4 English - Introduction in to work and energy methods - Influence lines - Non symmetrical and inhomogeneous cross sections - stresses and deformations - Theory of plasticity tutorial Basic course in Statics and Strength of Materials is required as well as the second years course Structural Mechanics 3 Course introduction via the website or CourseBase: syllabus: "Structural Mechanics 4: Nonsymmetrical and inhomogeneous cross sections", J.W. Welleman (download in pdf via CourseBase) book: "Work, energy methods & influence lines, Capita selecta in engineering mechanics", J.W. Welleman, ISBN 9789072830951, Bouwen met Staal, 2016 book: "Toegepaste Mechanica deel 3; Coenraad Hartsuijker en Hans Welleman, ISBN 9039505950 or English alternative via lecturer

Assessment Permitted Materials during Tests Expected prior Knowledge Literature & Study Materials

Sheets, assignments and software via http:http://icozct.tudelft.nl/TUD_CT/ or CourseBase. Written exam (open questions) Scientific (graphical) calculator without CAS and pdf-capabilities and without wifi and or bluetooth connection. Basic fundamental courses in math and mechanics Course introduction via the website or CourseBase: syllabus: "Structural Mechanics 4: Nonsymmetrical and inhomogeneous cross sections", J.W. Welleman (download in pdf via CourseBase) book: "Work, energy methods & influence lines, Capita selecta in engineering mechanics", J.W. Welleman, ISBN 9789072830951, Bouwen met Staal, 2016 book: "Toegepaste Mechanica deel 3; Coenraad Hartsuijker en Hans Welleman, ISBN 9039505950 or English alternative via lecturer

Judgement Permitted Materials during Exam Collegerama

Sheets, assignments and software via http:http://icozct.tudelft.nl/TUD_CT/ or CourseBase. Written exam is final grade Scientific (graphical) calculator without CAS and pdf-capabilities and without wifi and or bluetooth connection. No

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CIE3150 Responsible Instructor Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge

Parts

Summary Course Contents

Study Goals

Concrete Structures 2

4

Dr.ir. C.R. Braam Dr. M. Lukovic Dr.ir. C.R. Braam 0/0/4/0 3 3 3 4 English Concrete and Steel Structures Structural Mechanics I Structural Mechanics II Structural Mechanics III The course Concrete Structures 2 (CIE3150) contains two theoretical parts and one accompanying exercise. Reinforced concrete. This part consists of the theories related to slab design (one way, two way spanning slabs and punching shear), crack width control, torsion design. Statically determinate prestressed girders. Design of prestressed concrete girders, prestress losses, capacity and detailing. In the exercise "prestressed concrete" a prestressed girder of a bridge needs to be designed. This course is to give an introduction to the basic knowledge on how to design and assess the serviceability and safety of reinforced and statically determinate prestressed structures. Crack width calculation based on the tensile member model in both crack formation stage & stabilized cracking stage. Design of reinforced concrete slabs spanning in one and two directions. Including different calculation methods for the internal forces, such as elastic analysis and equilibrium method for slabs with beams and flat slabs. Punching shear resistance. Theory and application. Design of reinforced concrete members under torsion. Introduction about the differences in the design of reinforced concrete and prestressed concrete. Design of statically determinate prestressed concrete girders. Principles and materials, and prestressing as an external load. Prestress losses: friction, slip, creep, shrinkage, relaxation. Bending moment capacity, ultimate limit state. Detailing, introduction of prestressing forces. After completion of this course, students should be able to: Identify the different stage of cracking for a reinforced concrete structure, and calculate the crack width of a member under tension or bending. Determine cross-sections and rebar configurations of one way spanning slabs, two way spanning slabs and flat slabs, based on theory of elasticity or equilibrium method. Calculate the punching shear capacity of a flat slab, and decide the appropriate strengthening approach when the punching shear capacity is not sufficient. Calculate the torsional capacity of a reinforced concrete member, and identify the design limit state when a torsion check necessary. Determine cross-sections and tendon configurations of pre-stressed concrete girders and explain the influence of the design on internal forces and stresses. Calculate prestress losses. Calculate the capacity of prestressed concrete girders in ULS. Determine rebar configurations in the areas in which (prestressing) forces are introduced.

Education Method Course Relations Literature and Study Materials

Assessment Permitted Materials during Tests Expected prior Knowledge

Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

This course is 4 ECTS, which corresponds to a study load of 112 hours. The presented study load is indicative and might vary based on the prior knowledge of the student. Lectures 28 hours Exercise 10 hours Self-study 50 hours Preparation for the exam 20 hours Exam 3 hours The education methods exist of lectures in combination with one exercise and self-study. Furthermore, students can actively participate with elective, formative questions during the lecture series. Concrete Structures 2 is used by: CIE4160 Prestressed Concrete and other Structural engineering courses such as CIE5130 Capita Selecta Concrete Structures. Textbook reinforced concrete Structural Safety, Concrete Structures I, chapter 14 and 15. The updated digital version of the material can be found on blackboard. Textbook Prestressed concrete Concrete Structures I & II, version December 2011 or more recent. Chapter 1-4, 6, 7, 10. Example reinforced concrete. Example and exercise prestressed concrete. The learning objectives will be assessed based on the exercise and the exam, both with criterion based grading. It is only allowed to attend the examination after approval of the compulsory exercise. The course is finalized with a 3 hour written examination. Calculator as decribed by the examination regulations 1 - A4 with hand written notes (one side only). Know how to draw a moment/shear diagram of beams with different boundary conditions; Understand the difference between Ultimate Limit State and Serviceability Limit State. Be able to design the cross section and reinforcement of a reinforced concrete beam for bending and shear. Have the basic knowledge of the material properties of concrete and steel. Analysis, Application, Literature survey. See above The result of the written examination is registered when the compulsory exercise is completed. See above Yes

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CIE4145-09 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Dynamics and Introduction to Continuum Mechanics

4

Dr.ir. K.N. van Dalen Ir. J.W. Welleman 6/0/0/0 1 1 Different, to be announced English Modelling of civil engineering structures by means of lumped and continuous systems. Static and dynamic analysis. Introduction to continuum elasticity. Theme A: Dynamics of Systems Fundamental assumptions leading to lumped and continuous models, mathematical formulation of single- and multi-degree(s)-of -freedom models. Dynamics of lumped systems: One-degree-of freedom systems without damping, free vibrations and forced vibrations under a harmonic load, forced vibrations under a pulse loading, one-degree-of freedom systems with viscous damping, transient vibrations, steady-state vibrations, two-degrees of freedom systems without damping. Introduction to dynamics of structures, analysis of the dynamics of systems in MAPLE. One written assignment. Theme B: Introduction to Continuum Mechanics Tensors: notation and transformations, strain tensor, stress tensor, stress-strain relation for linear elastic homogeneous materials, Mohrs circle. Failure models: limit state, von Mises and Tresca, visualisations in different stress states.

Study Goals

Education Method Literature and Study Materials

One written assignment. The course provides students with the required background for the mechanics courses of the MSc Programme for Structural Engineering. After completing the course students should be able to: 1. Apply modelling techniques with appropriate sign conventions 2. Analyse static and dynamic problems of structural mechanics 3. Analyse stress and strain states and the limit state This course is for students with a relevant foreign BSc-degree. Lectures, discussion, exercise, computer supported studying Syllabus: Theme A: Dynamics of Structures Theme B: Introduction to Continuum Mechanics Obligatory lecturenote(s)/textbook(s): Available at the Blackboard website.

Assessment Remarks

Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Obligatory other materials: Available at the Blackboard website Oral exam, depending on the number of participants the exam will be organised like a seminar or an interview This course is one of the first courses for students with a relevant foreign BSc-degree who are entering the MSc Programme and is of MSc level. Lectures and course material are in English. The course is composed of lectures and computer-aided assignments. The lecture material is condensed relative to corresponding BSc courses. Consequently, the course attendants are expected to spend considerable effort to complete assignments. The final assignments are part of the exam. B.Sc. diplom in engineering/mathematics/physics/... N.A. Syllabus: Theme A: Dynamics of Structures Theme B: Introduction to Continuum Mechanics Based on performance during oral exam and contribution to the written report. All course materials No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

All other courses in the SE programme

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Structural Mechanics (SE-SM)

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Structural Mechanics (SE-SM), compulsory

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CIE4130 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals Education Method Literature and Study Materials

Assessment Permitted Materials during Tests Literature & Study Materials

Judgement

Probabilistic Design 0/6/0/0 2 2 2 3 English Objectives of probabilistic design of civil structures. Probability Calculus; Steps in a Risk Analysis; Inventory of possible unwanted events, effects and consequences; Determining and evaluating the risk. Decision-making based on risk analysis; Decision-making under uncertainties; Probabilistic analysis of the decision problem; Frame of reference concerning safety; Current dutch safety standards; Generally applicable safety standards. Reliability of an element; Limit state functions, strength and load; Ultimate and serviceability limit states; Strength of concrete, steel, timber, soil, etc; Loads of traffic, wind, waves, water, earthquakes, precipitation, ice, etc; Time dependence. Reliability calculation methods; Level III methods; Numerical integration; Monte carlo method; Level II methods; Non-linear limit state functions; Non-normally distributed variables; Dependent random variables; Comparison of different calculation methods. Failure probability and life span; Deterioration processes; Risk calculation of systems with a variable rate of failure; Non availability; Markov processes; Load combinations. Strength calculation with level I method; Linking the level I method to the failure probability calculation; Standardisation of álpha-values; Load combinations for level I strength calculations. Reliability of systems; Probability of failure of the serial system; Probability of failure of the parallel system; FMEA (Failure Modes and Effects Analysis); FMECA (Failure Modes, Effects and Criticality Analysis); Event tree; Fault tree; Cause consequence chart; Reliability of correctable systems. Scheduling the realisation of activities; Introduction to scheduling uncertainties; Influence of corrective measures on duration and costs; Maintenance; Introduction to maintenance strategies; Effect of maintenance on risk; Influence of inspections. Application areas; Structural safety of buildings, dikes, offshore platforms, bridges, etc; Maintenance and management; Quality assurance; Safety management; Geostatistics; Reliability of software. After the course, the student has to be able to do Level I, II and III calculations, risk-based optimisations and system probability calculations. Lectures Obligatory lecturenote(s)/textbook(s): Probabilistic Design Recommended other materials: Tentamenbundel, available on blackboard. Written exam: three questions, they refer mainly to different parts of the course No restrictions for written material. Laptops or smartphones not allowed. Obligatory lecturenote(s)/textbook(s): Probabilistic Design Recommended other materials: Tentamenbundel, available on blackboard. One mark, based on written exam.

CIE4143 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Reader Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

4

Dr.ir. O. Morales Napoles

Shell Analysis, Theory and Application

4

Dr.ir. P.C.J. Hoogenboom 0/0/0/4 4 4 4 5 English The course covers analytical and numerical methods for analysing shell structures. The governing differential equations will be derived. Analysed will be cylinders, cones, spheres and hypars. Deflections, membrane stresses and bending stresses will be calculated. Influence lengths and edge disturbances will be derived. Finite elements will be presented and the limitations discused. Computational analyses will be performed and checked by small scale experiments. Instability of several shell shapes and the effect of imperfections will be discussed. After completing this course you can explain the force flow in shell structures and manually calculate stresses, deformations and buckling loads of elementary shell shapes. You can explane the scientific approach to deriving and solving the governing differential equations and you are able to perform, interpret and check finite element analyses of shell structures. Lectures Handed out in parts during the lectures. Can be printed from Blackboard. Written examination Plates and Slabs MSc none exam grade is final grade A calculator is necessary. It is allowed to use books, handouts, notes, old exams, laptop computer and tablets during the exam. It is not allowed to communicate with others during the exam. All software for communication needs to be switched off. No

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CIE4150 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period

Plastic Analysis of Structures

4

Dr.ir. P.C.J. Hoogenboom 0/4/0/0

Education Method Course Relations Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

2 2 2 3 English Plastic material behaviour and the consequences for structural behaviour. Incremental computations where the load is gradually increased from zero until the collapse limit (suitable for computer implementation). Upper- and lower-bound approximations (suitable for hand calculations). Discussion on the theory and its application to beams, portals, frames and inplane and laterally loaded plates. Fundamental aspects of yield criteria (Von Mises, Tresca, reinforced concrete). Interaction of bending moment, shear force and normal force. Convexity, normality and deformation capacity. After completion of this course you will know how plastic hinges develop in concrete and steel beams. You will understand commonly used material yield criteria and beam interaction diagrams. You will be able to calculate the ultimate load of beams, frames and plates. You will understand redistribution of the force flow in structures and you will understand the limitations of plasticity theory. Lectures CTB2210, CIE5144, CIE5123, CIE5142 Written examination Elastic analysis of frame structures MSc Vrouwenvelder, A.C.W.M. and Witteveen, J. "Plastic Analysis of Structures, The plastic behaviour and the calculation of beams and frames subjected to bending", Lecture book Delft University of Technology, March 2003.

Judgement Permitted Materials during Exam Collegerama

Vrouwenvelder, A.C.W.M. and Witteveen, J. "Plastic Analysis of Structures, The plastic behaviour and the calculation of plates subjected to bending", Lecture book Delft University of Technology, March 2003. Exam grade is final grade Readers, handouts, books, notes, calculators, laptop computers, tablets. It is not allowed to communicate with others inside or outside the exam room. All software for communication must be switched off. No

Course Language Course Contents

Study Goals

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CIE5123 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Literature and Study Materials Assessment Literature & Study Materials Judgement

Introduction to the Finite Element Method

4

Prof.dr.ir. L.J. Sluijs 0/0/6/0 3 3 3 4 English This course provides an introduction to the finite element method. Aspects of the finite element method, from the mathematical background through to practical implementation and use are discussed. Emphasis is placed on solving problems in elasticity and structural mechanics. Topics include: 1. Development of weak governing equations; 2. Galerkin methods for calculating approximate solutions; 3. Finite elements for plane and 3D continua; 4. Discretisation, finite element shape functions, isoparametric mapping, numerical integration, formation of element stiffness matrices; 5. Finite elements for structural applications (rods, beams and plates); 6. Continuity requirements, thick and thin plate theories, different element formulations, shear locking; 7. Computer implementation of the finite element method; Storage, assembly and solution of finite element equations; 8. Analysis of the finite element method; Galerkin orthogonality, rates of convergence for different elements, basic error estimates; 9. Dynamics; 10. Lumped and consistent mass matrices, modal analysis, implicit and explicit direct time integrators, wave propagation in elastic continua. After the successful completion of the course, the students are able to: -formulate the underlying mathematics of the Finite Element Method (FEM) in relation to a few simple problems (knowledge level); -describe a typical FEM solution procedure (knowledge level); -list a series of `tricks of the trade' and common pitfalls (knowledge level); -describe the underlying mathematics of the FEM in relation to a generic problem (comprehension level); -describe the FEM solution procedure in relation to a generic problem (comprehension level); -apply the FEM to an engineering problem (application level); -contrast FEM and analytical solutions when possible (analysis level); -contrast FEM solutions obtained with various discretizations and define the optimal one (analysis level); -program a simple finite element in a FEM computer program (synthesis level); -assess the quality of a FEM solution (evaluation level). Lectures "The Finite Element Method: An Introduciton", by G.N. Wells, available on Blackboard. Final examination (written, inclass) and assignments "The Finite Element Method: An Introduciton", by G.N. Wells, available on Blackboard. Partially based on written examination and assignments

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CIE5145 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals Education Method Literature and Study Materials Assessment

Expected prior Knowledge Academic Skills Literature & Study Materials Judgement

Permitted Materials during Exam Collegerama

Random Vibrations

4

Prof.ir. A.C.W.M. Vrouwenvelder 4/0/0/0 1 1 Different, to be announced English 1. General introduction into the problem field of stochastic and dynamic loads and the position of the course in the teaching of engineering mechanics; 2. Mathematical aspects of the modelling of stochastic processes, Fourier series, Fourier analysis, transfer functions, variance spectra etc; formal mathematical approach of the problem field; 3. Modelling of the stochastic process in general; 4. Application of the modelling of the stochastic process to the dynamics of structures; the response of a single- or multi-massspring system and its judgement with respect to ultimate load bearing capacity (safety), fatigue and comfort; 5. Applications: wind load on high-rise buildings, wave loads on offshore structures and earthquakes; simplifications that are commonly made in practice and which are laid down in standards. Getting familiar with design of civil engineering structures under random dynamic loadings like wind, waves and earthquake. Lectures, tutorial Obligatory lecturenote(s)/textbook(s): Stochastische trillingen (b15), available at the lecturer. Prerequisite: lecture notes Oral exam. Condition for the conduction of the exam: Report of the exercise should be rewarded with a satisfactory mark (>6) structural dynamics SDOF no special requirements none Condition for the conduction of the exam: Report of the exercise should be rewarded with a satisfactory mark (>6) Determination of the final mark: Report of assignment (67%) plus oral exam (33%) no restriction No

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CIE5148 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Computational Modelling of Structures

4

Dr.ir. M.A.N. Hendriks 6/0/0/0 1 1 Different, to be announced English The course focuses on finite element modeling of civil and building engineering structures, both linear and non-linear. The choice of element types, constitutive models, selection of material parameters, boundary conditions, loading schemes, control procedures and other modeling aspects are discussed and critically reviewed, from a users point of view. Possibilities, limitations and pitfalls of analysis types and models are treated, in connection to the underlying theory and algorithms. Attention is given to interpretation of results, equilibrium checks, convergence checks and judgment of output in relation to engineering design rules. Students are teached to critically approach or even distrust computer outputs, rather than naively show off exciting color plots. The specific content is: 1D, 1.5D, 2D, 2.5D and 3D modeling types and analysis methods, smeared cracking, discrete cracking, plasticity, bedding and interface models, geometrically nonlinear options, phased analysis of construction stages and special options like embedded reinforcements and prestress.

Study Goals Education Method Literature and Study Materials

Assessment Expected prior Knowledge

Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

The course is based on real-world engineering examples, augmented by small-scale test simulations and academic exercises. Application fields cover structures of concrete, steel, masonry and other quasi-brittle materials, soil-structure interaction and seismic analysis. Recent research on sequentially linear techniques for softening and structural optimization is touched upon. Provide guidelines for setting up, running, interpreting, verifying and validating finite element simulations in structural engineering and design. Lectures, finite element exercises. Lecture power points (available on blackboard). Reader compiling background papers and application examples (available on blackboard). DIANA multi-purpose finite element software, including pre- and postprocessors (available in the computer lecture room; download link available on blackboard). Results of exercises, followed by a written exam. We assume that you are familiar with the fundamentals of structural and continuum mechanics. We assume no prior knowledge of finite elements. If you are planning to follow other courses offered by the Structural Mechanics section, like Plate analysis, theory and application, Introduction to the finite element method or Computational methods in nonlinear solid mechanics, you are advised to plan the Computational modelling course after you have followed these courses. Case based critical thinking: combining the consequences of three systems of basic equations (kinematic, constitutive, equilibrium) and their approximated solutions. Lecture power points (available on blackboard). Reader compiling background papers and application examples (available on blackboard). DIANA multi-purpose finite element software, including pre- and postprocessors (available in the computer lecture room; download link available on blackboard; software licences will be distributed during the first lecture). The final grade is based on multiple assignments (exercises) and a written exam (respectively 30% in total and 70%). The results of the assignments are only valid for the current academic year. --No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Structural Mechanics (SE-SM), electives

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CIE4353 Course Coordinator Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Course Relations Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Continuum Mechanics

6

Ir. C. Kasbergen Dr. A. Scarpas Prof.dr. M.A. Hicks 4/4/0/0 1 2 1 2 3 English The course starts with the basics of tensor algebra. Various orders of tensors and their associated tensorial operators (like dyadic product, (double) dot product, cross product) are explained in 3 different tensor notation styles: direct, base and index notation. With this knowledge, tensor expressions are judged on their correctness, and simple proofs for tensor equalities are discussed. The next topic concerns motion and deformation. Deformation will be the basis for the derivation of small and large/ finite strain tensors in the reference and the current configuration. This is followed by the polar decomposition of the deformation gradient tensor and the spectral decomposition into the principal stretches and their corresponding directions. Furthermore the stress tensor is introduced, including traction and stress components, principal stresses and their directions, and isotropic and deviatoric stress tensors. Material time derivatives of vector and tensor fields are described and their physical significance is clarified. The core part of the course is related to mechanical balance laws and several basic continuum theories like hyperelasticity, plasticity and viscoelasticity, all setup in a thermodynamic large deformation framework. Several material models based on combinations of the before mentioned theories are discussed, for example the commonly used Generalized Maxwell Model. The course ends with some special topics. Examples hereof are the theory of multi-phase continua and the theory of strong material discontinuities. For these theories the basic laws of physics are formulated and constitutive laws will be derived. 1. To master three notation conventions (direct, base and index notation) commonly used in tensor algebra to perform calculus on tensor-based mathematical expressions. 2. To reproduce several notions in continuum mechanics, like deformation, strain and stress, all in a large deformation framework; using these notions in the application of mechanical balance laws and deformation decompositions. 3. To explain the important continuum theories like hyperelasticity, plasticity and viscoelasticity setup in a thermodynamics large deformation framework, and to apply these theories to develop and interpret elasto-visco-plastic models (e.g. the generalized Maxwell model) ; to reproduce the mechanics and physics related to the special topics (see Course contents) discussed. Lectures and homework exercises CIE4353 uses knowledge from CTB1001, CTB1002, CTB1110, CTB1310, CTB2210, CTB2400, WI1030WBMT, WI1031WBMT, WI2031WBMT, WB1630, WB1631, WB2630. It provides a basis for courses like CIE5123 and CIE5142. Optional reading material: - Eglit, M.E., Hodges, D.H., "Continuum Mechanics via problems and exercises", Part 1: Theory and Problems, World Scientific Publishing Co. Pte. Ltd, 1996, ISBN: 981-02-2962-3. Part 2: Answer and Solutions, World Scientific Publishing Co. Pte. Ltd, 1996, ISBN: 981-02-2963-1. - Haupt, P., "Continuum Mechanics and theory of materials", Springer-Verlag, 2000, ISBN: 3-540-66114-x. Written exam (open book) and assignments Basic knowledge of mechanics and linear algebra Thinking, interpreting and application skills in mathematics and mechanics, problem solving Lecture slides, literature provided during lectures and the books mentioned above as optional reading material. Final mark consists for 50% of the mark of the examination and 50% of the mark of the homework assignments Lecture slides, worked out assignments, notes written in class and a laptop, which is not connected to Internet. No

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CIE5142 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Computational Methods in Non-Linear Solid Mechanic

3

Prof.dr.ir. L.J. Sluijs 0/0/0/4 4 4 Different, to be announced English In the lecture series computational techniques for the description of nonlinear behaviour of materials and structures will be treated. Topics of the course are: 1. Mathematical preliminaries; 2. Structure of nonlinear finite element programs; 3. Solution techniques for nonlinear static problems; 4. Solution techniques for nonlinear dynamic problems; 5. Plasticity models for metals and soils; 6. Fracture models; 7. Visco-elastic and viscoplastic models for time-dependent problems; 8. Computational analysis of failure and instabilities; 9. Geometrically nonlinear analysis.

Study Goals Education Method Literature and Study Materials Assessment Remarks Expected prior Knowledge Literature & Study Materials Judgement

The course provides the student with the basic knowledge to adequately use nonlinear finite element packages. Lectures Lecture notes: "Computational methods in non-linear solid mechanics", R. de Borst and L.J. Sluys Oral examination on the basis of a set of exercises Advise: CIE5123 Basic knowledge on the finite element method lecture notes: "Computational methods in non-linear solid mechanics", R. de Borst and L.J. Sluys Examination mark is final mark.

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CIE5144 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Study Goals

Education Method Assessment Remarks

Elective Tags Expected prior Knowledge Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

Stability of Structures

3

F.P. van der Meer 0/0/0/4 4 4 Different, to be announced English CIE4150 Elastic Stability Single-degree-of-freedom systems; Pendulum systems; Buckling of frames; Upper and lower bound approximations; Nonlinear finite element analysis; Linear buckling analysis; Formulas for lateral buckling and torsional buckling; Minimum potential energy. Plastic Stability Virtual work for nonlinear systems; Influence of geometrical nonlinearities on the failure load and the failure mode; Elasticplastic stability of frames; Determination of the critical load with the Merchant-Rankine formula. After completion of this course, the student will be able to 1. Derive the buckling load for fundamental scenarios analytically from the principle of minimization of total potential energy 2. Perform various analyses to determine the buckling behavior of frame structures: a) upper and lower bound computation (by hand), b) linear buckling analysis (Finite Element Analysis), c) geometrically nonlinear elastic analysis (FEA), d) plastic collapse load (by hand), e) rigid-plastic second order analysis (by hand), f) geometrically nonlinear elastic-plastic analysis (FEA) 3. Name the assumptions made for the different analyses 4. Critically evaluate the results from these various analyses and the extent of their mutual agreement Lectures; excercise (hand and computer calculations) The mark will be based on the assignment report and an oral exam. The homework assignment consists of two parts, 1) various analyses on a selected frame including manual and computer computations of the buckling and post buckling behaviour and 2) derivation of the buckling load from the principle of minimal total potential energy for a fundamental case Yes Matlab Structural Mechanics CIE4150 Theory of plasticity Ability to follow mathematical derivation of fundamental buckling solutions. Critical comparison of results obtained with different analysis methods. Lecture Notes F.P. van der Meer, "Stability of Structures", Delft University of Technology, 2016 Available on blackboard. Software provided by the instructors The mark will be based on the assignment report and an oral exam. N/A No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Concrete Structures (SE-CS)

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CIE4170 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Summary

Course Contents

Study Goals

Education Method Course Relations Literature and Study Materials

Assessment Enrolment / Application Remarks Contact Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Construction Technology of Civil Engineering Structures

4

Prof.ir. A.Q.C. van der Horst Dr.ir. C.R. Braam 0/4/0/0 2 2 Different, to be announced English Understanding the nature and implication of selected structural design aspects such as shape, dimensions, material and design approaches on the one hand and the construction considerations such as execution methods, schedules and costs on the other hand and their interdependency in an integrated building process of a concrete structure. This involves thorough knowledge and understanding of project characteristics, control systems, methodology of the process and supporting systems in order to optimise cost driver aspects in conceptual and final design. Lectures: Construction technology from a process prospective: interdependency of functional requirements, conceptual design, engineering and construction. Identification of cost drivers and optimisation of cost driver effects in both conceptual and final design. Outline design and optimisation of concrete structures based on principles of repetition, shape effects, planning aspects and governing details. Tender phase of design - construct contracts: multidisciplinairy interaction between engineering, cost estimate, planning and construction aspects; strategic outline design development; risk management in engineering; IDEF technology to structure engineering processes. The added value and weakness of serviceability Limit State Design: principles of SLS; interaction of SLS aspects with construction technology; interdependency of functional requirements and workmanship. Construction technology in support of durability of concrete structures: effects of workmanship and details; mix design effects. Formwork: conventional and tailor made formwork. Handling of concrete at site: sequence of events, basics of handling, placing, treatment and curing of concrete. Underwater concrete: historical perspective and state of the art of underwater concrete applications. Design of underwater concrete concepts including foundation concepts and details. Construction aspects of underwater concrete: equipment, tolerances and workmanship. Quality assurance of both the engineering process and the construction process of concrete structures. Details as far as governing the performance of concrete structures: joints, cast in items and box outs. Examples of interdependency and interaction between structural engineering and construction in the field of port structures: caissons, blockwalls and jetties. Case study: A case study is performed as group work. The case can be selected from either Construction or Heavy Civil Engineering. Presentation, as a team, of the group work. Upon succesful completion of this subject, the student should be able to: 1. To identify the basic elements such as project characteristics, control systems, methodology and supporting systems in an integrated design process for concrete structures; 2. To identify characteristics dictating the way a concrete building project is being managed in practice and emphasis on the methodology to be adopted when worked out; 3. To optimise the process of design and construction in terms of costs, time and maintenance in selecting a construction process, a construction schedule and investment in temporary works; 4. To develop a design methodology in which cost aspects regarding repetition effect, investments in type and amount of formwork and schedules of levelling labour force are being dealt with; 5. To demonstrate actions which can be taken to control the design process and to assure the quality of the engineering process and the construction process; 6. To generate different design concepts and to select one of them in view of costs, execution time and durability; 7. To implement all these aspects in a case study. Lectures, instructions, case study CIE4170 uses CIE3150 en CTB3335 Obligatory lecturenote(s)/textbook(s): Construction Technology of civil engineering structures (Lecture notes September 2015) Available at Blackboard. Obligatory other materials: Powerpoint presentations of lectures (Blackboard) Handwritten notes during lectures Case study and oral examination Enrolment through TAS (Exam Enrolment System) Participation in examination is only permitted after succesful completion of the case study. Prof. ir. A.Q.C. van der Horst, room 2.04 Stevin II Telephone 0182 590627, e-mail [email protected] CIE4170 uses CIE3150 en CTB3335 Thinking,Cooperation,Judgemental Skills, Logic, Reasoning Lecturenotes, PowerPoint presentation The examination and case study each contribute 50% of the mark. all material allowed for the exercise No

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CIE4281 Responsible Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Reader

Assessment Tags

Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Building Structures 2

4

Ir. S. Pasterkamp Prof.ir. R. Nijsse Dr.ir. R. Abspoel Ir. P. Lagendijk 0.6.0.0 2 2 2 3 English Introduction review of multi-store buildings. Examples out of practice. Design principles. Structural systems and stability. Connections. Precast and in-situ concrete. Steel, hybrid and composite structures. Being able to design load-bearing structures for buildings in concrete and steel. Study Load: 38 hours lectures 51 hours independent study 8 hours preparation for the exam 3 hours exam --------------------100 uur total Lectures - Concrete Building Structures - Building Structures 2: Steel part - Quick Reference Written exam Building Engineering Design Structural Mechanics None Designing, mathematical confidence, critical thinking Text and study books of the relevant parts of these will be indicated during the lectures. Written exam Quick Reference; Non-graphical, non-programmable calculator; Drawing materials Yes

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CIE5110 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Concrete - Science and Technology

4

Prof.dr.ir. K. van Breugel 4/0/0/0 1 1 Different, to be announced English CIE5110 uses CTB1320-17 This course forms the bridge between science of cement-based building materials and its application in the engineering practice. Coming engineers are equipped with knowledge that is required for the choice of the best material for a specific application and the realization of concrete products and concrete structures that meet the required performance criteria. The following topics are addressed: - Raw materials and mixture design - Work-ability - Hydration processes and development of micro structure (mechanisms and numerical simulations; applications) - Relationship between material properties and micro structure - Properties of hardened concrete: strength, stiffness, creep and shrinkage - Porosity and permeability, tightness - Degradation processes: Carbonation, Alkali-silicate reaction, freeze-thaw damage - Materials-related execution and curing aspects - Recycling of concrete - Quality control All these items will be dealt with for different types of concrete, viz: - traditional concrete - (ultra) high strength concrete - lightweight aggregate concrete - self-compacting concrete - fiber reinforced concrete - Recycled concrete - low cement concretes - geo-polymer concrete

Study Goals Education Method Literature and Study Materials

Engineers are equipped with the knowledge and know-how that is needed for the proper choice of the concrete mixtures for the realisation of good, durable concrete structures and concrete products. Lectures, Computer self-test Calcrete Dutch: 1. "Beton als constructiemateriaal: eigenschappen en duurzaamheid", by H.W. Reinhardt This book is available at the secretariat of the section, room 6.29 English: 1. Properties of concrete by A.M. Neville This book can be borrowed at the secretariat of the section, room 6.29 (deposit required).

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Strongly recommended other materials: - Computer self-test Calcrete (via Computerroom) - Reader / hand-outs, available at the Blackboard website. Oral exam. Appointments can be made through our secretary, Ms. Claire de Bruin([email protected]) in room 6.29 Prior knowledge: CTB 1320-17 and CTB 2000 - D2 No specific skills required Either: Book (Eng.): "Properties of Concrete", by A.M. Neville or: Book (NL): "Betonkunde" by H.W. Reinhardt. Lecture notes, made available on BlackBoard

Judgement Permitted Materials during Exam Collegerama

CD Rom: Calcrete, module on "Concrete as a material" Oral examination. Appointments via secretariat (miss C. de Bruin, ([email protected]), tst. 83183) No restrictions No

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CIE5127 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Course Relations Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Concrete Bridges

4

Dr.ir. C. van der Veen 0/4/0/0 2 2 Different, to be announced English Students will learn how to choose between the different types of bridges, estimate the construction depth and the different methods of constructions. Starting point is to describe the structures of the most common types of bridge. Much attention will be paid to the historical development in prefabricated girders and concrete cross-sections cast in situ. The method of load distribution will be discussed in detail, as well as the design of expansion joints and the use of structural bearings. Special attention will be focused on bridges with long spans such as cable stayed bridges. Typical vibration problems are discussed. Finally, the use of high strength concrete and the effects on the design is explained. Two-thirds of the course consists of lectures, while the remaining one third is dedicated to case studies. These case studies deal with the various aspects that have to be acquired to complete this course. Students can choose to perform the case study individually or in pairs. The following topics will be discussed: Bridge type and appearance Understanding of the type and behaviour of types of bridges Types of load. Traffic loads, load combination, temperature loads, impact loads based on the Dutch Code Development in prefabrication (precast beams). Beams and slab bridges Distribution of loads, method Guyon-Massonnet, influence lines and influence surfaces Design rules presented as depth/span-ratio Post-tensioning, cable alignment in-situ concrete Construction method; in-situ balanced cantilever construction; in-situ box girder construction on false work; incrementally launched box girder bridges; solid slab and voided slab Cable stayed bridges Application in high strength concrete Dynamic loads, vibrations Case study: Design and dimensioning of a prestressed concrete bridge and a cantilever bridge. At the end of the course the student should be able to create an appropriate design of a bridge with the right dimensions. Students are able to distinguish between different methods of construction and are able to explain the relationship to reinforcement and/or prestressing cables. Furthermore, knowledge is present about cross-sections of prefabricated girders and where to use. Students are also familiar with the methods of load distribution. In addition they are able to evaluate the different alternatives and analyse and calculate roughly the main dimensions of the bridge. Lectures, case study CIE5127 uses CTB3335 (Concrete Structures 2) en CIE4160 (Prestressed Concrete) Syllabus: Design Concrete Bridges, available via Black board. Obligatory other materials: handouts and computer program(software), available via black Board Oral exam, assignments Prestressed concrete of statically undetermined structures evaluate and interpretation of results and development of judgemental skils, writing scientific reports, learn how to solve problems reader mark oral examination no materials permitted Yes

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CIE5130 Responsible Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Capita Selecta Concrete Structures

4

Prof.dr.ir. K. van Breugel Dr.ir. C.R. Braam Prof.dr.ir. H.E.J.G. Schlangen 0/4/0/0 2 2 Different, to be announced English - CIE5130 uses CIE3150 - CIE5110 (Concrete Science & Technology) is recommended Part A: Temperature effects Temperature effects in hardening and hardened concrete. Emphasis on difference between structural response under external loads and imposed deformations. Both materials aspects and structural aspects are dealt with. Aspects of building physics are considered briefly (temperature calculations). A specific topic concerns the behaviour of hardening concrete. Problems with young concrete are discussed from both the scientific and engineering point of view. Attention is given to judgement of crack patterns and failure causes in hardening and hardened concrete structures. Effect of imposed deformations on safety and durability at dealt with. Part B: Silo's, reservoirs, storage and concrete protective structures Loads and design criteria for storage structures - Hydrostatic and/or bulk loads - Tightness criteria - Load factors - Design of rectangular and cylindrical reservoirs in reinforced and prestressed concrete. - Concrete protective structures under extreme loads, e.g. impact, blast, fire, cryogenic loads. Modelling of extreme loads and response of concrete and concrete structures under extreme load conditions is given due attention. General principles of judgement of protective systems and the consequences of this for the design is dealt with. Part C: Seismic design (C1) or Asset Management (C2) C1: Seismic Design Principles of seismic design of concrete structures. Measures are indicated for making concrete structures earthquake resistant. Detailing of reinforcement and providing ductility is essential and is dealt with in detail. C2: Asset Management Strategies for inspection, monitoring, maintenance and repair of concrete structures are discussed. Emphasis will be on concrete infrastructure. Examples from the practice are presented.

Study Goals

Exercise (1 ECTS) An obligatory exercise (1 credit point) covers essential aspects from parts B and C. The exercise concerns a reinforced of prestressed reservoir under hydrostatic and thermal load. 1. Knowledge of the behaviour of concrete structures in the early stage of hardening, including measures to influence this behaviour (through technological and structural measures); 2. Design of concrete structures subjected to imposed deformations (temperature, shrinkage); 3. Design and execution of storage systems in reinforced and prestressed concrete; 4. Liquid tight design of concrete structures; 5. Safety considerations in case of storage of hazardous product, i.e. liquefied natural gas, concrete containment structure (nuclear power plants), hazardous waste etc. 6. Fundamentals of a-seismic design of concrete structures;

Education Method Literature and Study Materials

7. Assetmanagement concepts for concrete structures Lectures, case study Obligatory lecturenote(s)/textbook(s): - Opslagconstructies (Storage systems) - Reader "A-seismic design" - Temperature and shrinkage effects in concrete structures Available at the section secretariat Materials and Environment (room 6.29).

Assessment

Special Information Expected prior Knowledge Academic Skills Literature & Study Materials

Recommended other materials: Lecture sheets Available as download from blackboard Case study (25%) and oral exam (75%) Students can make appointments for the examination via the section secretary, Ms. Claire de Bruin, in room 6.29. They can contact her directly by emailing to [email protected] For detail of the course information can be obtained by prof.dr.ir. K. van Breugel (Room 6.25) - CIE5130 uses CIE3150 - CIE5110 (Concrete Science & Technology) is recommended No specific skills required. Obligatory lecturenote(s)/textbook(s): - Opslagconstructies (Storage systems) - Reader "A-seismic design" - Temperature and shrinkage effects in concrete structures Available at the section secretariat Materials and Environment (room 6.29).

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Judgement

Permitted Materials during Exam Collegerama

Recommended other materials: Lecture sheets Available as download from blackboard Case study (25%) and oral exam (75%) Students can make appointments for the examination via the section secretary, Ms. Claire de Bruin, in room 6.29. They can contact her directly by emailing to [email protected] Case study should be ready and made available during the oral examination. No further restrictions. No

CIE5148 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Computational Modelling of Structures

4

Dr.ir. M.A.N. Hendriks 6/0/0/0 1 1 Different, to be announced English The course focuses on finite element modeling of civil and building engineering structures, both linear and non-linear. The choice of element types, constitutive models, selection of material parameters, boundary conditions, loading schemes, control procedures and other modeling aspects are discussed and critically reviewed, from a users point of view. Possibilities, limitations and pitfalls of analysis types and models are treated, in connection to the underlying theory and algorithms. Attention is given to interpretation of results, equilibrium checks, convergence checks and judgment of output in relation to engineering design rules. Students are teached to critically approach or even distrust computer outputs, rather than naively show off exciting color plots. The specific content is: 1D, 1.5D, 2D, 2.5D and 3D modeling types and analysis methods, smeared cracking, discrete cracking, plasticity, bedding and interface models, geometrically nonlinear options, phased analysis of construction stages and special options like embedded reinforcements and prestress.

Study Goals Education Method Literature and Study Materials

Assessment Expected prior Knowledge

Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

The course is based on real-world engineering examples, augmented by small-scale test simulations and academic exercises. Application fields cover structures of concrete, steel, masonry and other quasi-brittle materials, soil-structure interaction and seismic analysis. Recent research on sequentially linear techniques for softening and structural optimization is touched upon. Provide guidelines for setting up, running, interpreting, verifying and validating finite element simulations in structural engineering and design. Lectures, finite element exercises. Lecture power points (available on blackboard). Reader compiling background papers and application examples (available on blackboard). DIANA multi-purpose finite element software, including pre- and postprocessors (available in the computer lecture room; download link available on blackboard). Results of exercises, followed by a written exam. We assume that you are familiar with the fundamentals of structural and continuum mechanics. We assume no prior knowledge of finite elements. If you are planning to follow other courses offered by the Structural Mechanics section, like Plate analysis, theory and application, Introduction to the finite element method or Computational methods in nonlinear solid mechanics, you are advised to plan the Computational modelling course after you have followed these courses. Case based critical thinking: combining the consequences of three systems of basic equations (kinematic, constitutive, equilibrium) and their approximated solutions. Lecture power points (available on blackboard). Reader compiling background papers and application examples (available on blackboard). DIANA multi-purpose finite element software, including pre- and postprocessors (available in the computer lecture room; download link available on blackboard; software licences will be distributed during the first lecture). The final grade is based on multiple assignments (exercises) and a written exam (respectively 30% in total and 70%). The results of the assignments are only valid for the current academic year. --No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Steel and Timber Construction (SE-STC)

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Steel and Timber Construction (SE-STC), compulsory

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CIE5122 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Study Goals

Education Method Literature and Study Materials

Capita Selecta Steel and Aluminium Structures

4

Dr. M. Pavlovic 0/4/0/0 2 2 2 3 English Good understanding of structural mechanics and connection design as in the lectures of CIE4115: Steel Structures 2, is imperative. 1. Basics of applied structural reliability for use in Eurocodes, evaluation of experiment data, partial safety factors for resistance. 2. Selection of special topics within stability and connections, advanced analysis beyond the scope of the Eurocodes (EN1993). 3. Aluminium structures: material properties, structural behaviour of members and connections at room temperature and at the elevated temperatures. 4. Special structures: towers for wind turbines, basics of fabrication and design of supporting structures. 5. Sustainability of steel and application of steel in construction: how structural engineers can make contribution to the circular economy and mitigate climate change? Overview of old ideas used in steel structures, practical examples, relevant standards and design tools. NOTE: Site visit to Tate production plant will be organised during the course. After successfully finishing this course the students will: 1. Have basic information on design of aluminium structures at the room temperature and at the elevated temperatures. 2. Understand difference in material properties of steel and aluminium and how this difference influence structural applications and design procedures. 3. Gain deeper knowledge related to design of steel structures, member stability and connections, beyond the scope of the previous courses. 4. Have understanding of background information for design of supporting structures for wind turbines, focusing on stability and connection of towers. 5. Have understanding of the safety concept implemented in Eurocodes and will be able to apply it on evaluation of experiments consistent with the Eurocode safety level. 5. Understand basic concepts of sustainability assessment of steel structures and structural concepts to mitigate environmental footprint. Lectures (face-to-face and online), home assignments, site visits. Lecture sheets: S1-S9 - Steel structures, structural reliability, sustainability, WT towers A1-A5 - Aluminium structures Lecture notes: Aluminium structural design, (lecture handbook), F. Soetens, J. Maljaars, B.W.E.M. van Hove, F.K. Pawiroredjo. Books: High-Strength Steel Tower for Wind Turbines - HISTWIN+, RFCS project report, Veljkovic et al. 2015. Basis of Structural Reliability and Risk Engineering Handbook 2: Leonardo da Vinci Pilot Project CZ/02/B/F/PP-134007. Prague 2005. Procedure for the Determination of Design Resistance from Tests - BI-B7-112 - Background report to Eurocode 3: "Common unified rules for Steel structures. F.S.K. Bijlaard, G. Sedlacek, J.W.B. Stark 1988

Assessment Permitted Materials during Tests Expected prior Knowledge Academic Skills Literature & Study Materials

Design Codes: Design of steel structures NEN-EN 1993-1-6: Strength and Stability of Shell Structures NEN-EN 1993-1-8: Design of joints Design of aluminium structures NEN-EN 1999-1-1: General structural rules NEN-EN 1999-1-2: Structural fire design NEN-EN 1999-1-3: Structures susceptible to fatigue + all related National annexes Written exam including theoretical and numerical questions Calculator as described in the examination regulations; Collection of formulas prepared for the examination Joints in steel structures, Stability, Strength of the materials Analysis, review, calculus Lecture sheets: S1-S9 - Steel structures, structural reliability, sustainability, WT towers A1-A5 - Aluminium structures Lecture notes: Aluminium structural design, (lecture handbook), F. Soetens, J. Maljaars, B.W.E.M. van Hove, F.K. Pawiroredjo. Books: High-Strength Steel Tower for Wind Turbines - HISTWIN+, RFCS project report, Veljkovic et al. 2015. Basis of Structural Reliability and Risk Engineering Handbook 2: Leonardo da Vinci Pilot Project CZ/02/B/F/PP-134007. Prague 2005. Procedure for the Determination of Design Resistance from Tests - BI-B7-112 - Background report to Eurocode 3: "Common unified rules for Steel structures. F.S.K. Bijlaard, G. Sedlacek, J.W.B. Stark 1988

Judgement

Design Codes: Design of steel structures NEN-EN 1993-1-6: Strength and Stability of Shell Structures NEN-EN 1993-1-8: Design of joints Design of aluminium structures NEN-EN 1999-1-1: General structural rules NEN-EN 1999-1-2: Structural fire design NEN-EN 1999-1-3: Structures susceptible to fatigue + all related National annexes /

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Permitted Materials during Exam Collegerama

Pen and Any type of calcualtor No

CIE5124 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills

Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

Timber and Timber Structures 2

4

Ir. G.J.P. Ravenshorst 0/0/0/4 4 4 4 5 English The course deals with advanced knowledge of the material properties of timber and the consequence of the design of timber structures for buildings, road and waterworks and renovation. The topics will include: Strength grading of timber , reliability Wood species and sustainability Durability, decay and service life Monuments and renovations Fire safety of timber structures Engineered wood products Specific topics actual relevant topics as (may be updated yearly): Tall timber buildings. Earthquake engineering. Guest lecture(s) from engineers from practice, excursion Current research results Students will be able to evaluate the consequences of the material properties of timber for the design of timber structures, structures for road and waterworks and maintenance of monuments. Students will be able to perform a literature search on specific topic related to timber structures. Lectures, assignment, presentation STEP Timber Engineering 2 Obligatory lecturenote(s)/textbook(s): Lecture notes, available on Blackboard. Written exam. Assignment: written paper and presentation. CIE 4110 Timber Structures 1 The student have to write a scientific paper based on a minimum number of references that are given. Based on the literature search, the students have to answer a specific research question. This reaearch question can not be answered directly from literature, but has to follow from combining literature and built-up knowlegde.. STEP Timber Engineering 2 Obligatory lecturenote(s)/textbook(s): Lecture notes, available on Blackboard. The final grade (FG) is calculated out of the written exam grade (WG) and the assignment grade (AG) as follows: FG = WG * 2/3 + AG * 1/3, where WG >= 5.5 and AG >= 5.5 Calculator No

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CIE5125 Responsible Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Steel Bridges

4

Dr. M. Pavlovic Dr. M.H. Kolstein Dr.ir. R. Abspoel 0/0/0/4 4 4 4 5 English Conceptual design of steel bridges: Types of bridges, bridge layout, types of cross sections and decks, design process, factors influencing conceptual choice, arch bridges, suspension bridges, cable-stay bridges, execution methods, overall costs and design optimisation, state-of-the-art concepts, predesign of beam bridges, substructure and bridge equipment. Bridge decks and girders: Orthotropic steel deck, stiffeners, cross beams, fatigue related design of details, shear lag effects, concrete slabs and composite bridges, shear connection, prefabricated concrete deck, optimum design of bridge girders, plan and cross bracings. Loads on bridges: Load models for highway bridges (acc. Eurocode), horizontal loads, load redistribution in plate girder and box girder bridges, load models for railway bridges, dynamic factors, combination rules and load groups, fatigue load models for highway and railway bridges, damage equivalent factors. Analysis and design verification: Design codes, ultimate limit states, materials and safety factors, structural analysis, calculation of extreme actions, stability, buckling of orthotropic plates, local transverse forces, interaction of actions (bending/shear/transverse), interaction of local and global behaviour of orthotropic decks, examples of bridge failures. Serviceability and dynamics of bridges: Load combinations for SLS, SLS design checks, limitation of deformations, stress limitation, web breathing, long term effects, limitation of crack width in concrete decks, dynamic analysis of railway bridges, dynamic factors, traffic safety, passenger comfort. Suspension bridges: Overview suspension bridge, types of cable and hanger connection, pylons and saddles, catwalk construction, cable installation, deck erection methods, cable wrapping Bridge bearings and expansion joints: Details and performance of different types of elastomeric and steel bearings and expansion joints, sliding elements, loads and movements, requirements and performance of bearings and expansion joints. Movable bridges: Components of an movable bridge, layout and details of different types of movable bridges (draw, bascule, swing, lifting, unbalanced bridge), design rules and basic principles, loading acc. NEN6788, mechanical drive, electro-hydraulic bridge drive, bearings Renovation of decks/bridges: Traffic loads and safety of new and existing bridges, fatigue strengthening of orthotropic decks (damage history, safety inspections, repairs, solutions), examples of static and fatigue strengthening of highway bridges in The Nederland Fabrication and assembly: Type of contract, responsibilities, basic steps in production process (forming the edges, composition of components, painting, compose of construction parts), residual stress due to welding and imperfections, erection methods, transport over water, examples of erection of bridges in The Nederland. Special topics in steel bridges: Specification of materials and products, lamellar tearing, LP plates, high strength steels, durability and maintenance, corrosion details, weathering steel, noise in railway bridges, finite element modelling in design of joint details (sub-modelling).

Study Goals

Education Method Course Relations Literature and Study Materials

Calculation examples are presented throughout the lectures and exercises are given to students during the course: - Choice of structural form and concept design of a beam bridge - Calculation of shear lag effects in an orthotropic deck and concrete slab - Traffic load and fatigue load analysis for a twin girder bridge and for a box girder bridge - Buckling of orthotropic plate and deck - Global/local interaction in an orthotropic deck - SLS stress limitation in bridge with orthotropic and composite deck As a result, the student should be able to: 1. Understand the behaviour of many types of bridges incl. movable bridges; 2. Create and design different types of highway and railway bridges; 3. Evaluate alternative solutions; 4. Design bridges by optimal use of steel and concrete; 5. Understand alternative construction and erection methods; 6. Understand and calculate ultimate limit state and fatigue loads on bridges; 7. Perform preliminary design verification of girder bridges according to Eurocodes. Lectures, Numerical examples, Exercises CIE5125 uses CT3121, CT4121 and CT5126 Design Codes: Eurocode 0, Annex A2 Eurocode 1 parts: 1-4, 1-5, 2 Eurocode 3, parts: 1-1, 1-5, 1-9, 1-10, 2 Eurocode 4 part 1-1, 2, Eurocode 8 part 2 Lecture books (reader): Steel Bridges Dictaat deel I CT5125 Steel Bridges Dictaat deel II CT5125 Page 40 of 83

Steel Concrete Bridges Dictaat deel III CT5125 Books: Lebet, JP, Hirt, MA Conceptual and Structural Design of Steel and Steel-Concrete Composite Bridges EPFL Press, 2013. Design Manuals: Beg, D et al. Design of Plated Structures, ECCS 2010. Guidance book - Eurocodes 3 and 4 Application to steel-concrete composite road bridges, Sétra 2007

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Compendiums: Wu, W., Pavlovic, M., Veljkovic, M. "Steel Bridges - Design of orthotropic steel deck", TU Delft 2016 Written exam consisting of theoretical, practical and numerical questions. Stability, Fatigue, Dynamics of Structures, Ultimate Limit States, Eurocodes Analysis, design, review, caluclus Design Codes: Eurocode 0, Annex A2 Eurocode 1 parts: 1-4, 1-5, 2 Eurocode 3, parts: 1-1, 1-5, 1-9, 1-10, 2 Eurocode 4 part 1-1, 2, Eurocode 8 part 2 Lecture books (reader): Steel Bridges Dictaat deel I CT5125 Steel Bridges Dictaat deel II CT5125 Steel Concrete Bridges Dictaat deel III CT5125 Books: Lebet, JP, Hirt, MA Conceptual and Structural Design of Steel and Steel-Concrete Composite Bridges EPFL Press, 2013. Design Manuals: Beg, D et al. Design of Plated Structures, ECCS 2010. Guidance book - Eurocodes 3 and 4 Application to steel-concrete composite road bridges, Sétra 2007

Judgement Permitted Materials during Exam Collegerama

Compendiums: Wu, W., Pavlovic, M., Veljkovic, M. "Steel Bridges - Design of orthotropic steel deck", TU Delft 2016 / Pen and calculator No

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CIE5126 Responsible Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Fatigue

3

Dr.ir. R. Abspoel Dr. M.H. Kolstein Prof. M. Veljkovic 4/0/0/0 3 3 3 4 English The student will learn how to design fatigue loaded steel / aluminium / concrete / timber structures. Two-thirds of the course is spent on lectures, while the remaining is dedicated to exercises. The main topics are: 1. Fatigue actions: basic principles, determination of stresses and stress intensity factors, stress history 2. Fatigue resistance: basic principles, classified structural details, fatigue strength modifications, resistance against crack propagation, resistance of joints with weld imperfections 3. Fatigue assessment: general principles, S-N curves, crack propagation calculation, service testing, parameters influencing the fatigue strength of steel / aluminium / concrete / timber connections/structures, safety considerations, synthetic fatigue curves

Study Goals

Education Method Course Relations Literature and Study Materials

Exercise Questions for all four types of materials considered The aim of this course is to provide knowledge for the design and analysis of steel, aluminium and concrete structures. As a result, the student should be able to: 1. Understand the fatigue phenomenon; 2. Design a structure against the limit state due to fatigue damages; 3. Work with relevant Eurocodes; 4. Apply fracture mechanics. Lectures, Numerical examples, Exercises CIE5126 uses CT3051, CT3121, CIE4110, CIE4121 and CIE4160 Design Codes: - EN 1993-1-9, CEN 2005 Design recommendations: - ESDEP lectures: 12-1, 12-2, 12-3, 12-4.1, 12-4.2, 12-5, 12-6 - IIW RECOMMENDATIONS FOR FATIGUE DESIGN OF WELDED JOINTS AND COMPONENTS - CIDECT Design Guide 8 Course book: - ECCS Eurocode Design Manuals, 2011: Fatigue design of Steel and Composite structures

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Compendiums: - Pavlovic, M., Veljkovic, M., "Fatigue of steel structures - Numerical examples" TU Delft 2016 Written exam consisting of theoretical, practical and numerical questions. Strength of the materials, Dynamics of structures, Joints in steel structures. Analysis, design, review, verification Design Codes: - EN 1993-1-9, CEN 2005 Design recommendations: - ESDEP lectures: 12-1, 12-2, 12-3, 12-4.1, 12-4.2, 12-5, 12-6 - IIW RECOMMENDATIONS FOR FATIGUE DESIGN OF WELDED JOINTS AND COMPONENTS - CIDECT Design Guide 8 Course book: - ECCS Eurocode Design Manuals, 2011: Fatigue design of Steel and Composite structures

Judgement Permitted Materials during Exam Collegerama

Compendiums: - Pavlovic, M., Veljkovic, M., "Fatigue of steel structures - Numerical examples" TU Delft 2016 / Pen and calculator No

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CIE5128 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Fibre-reinforced Polymer (FRP) Structures

3

Dr. M. Pavlovic Dr.ir. R. Abspoel 4/0/0/0 1 1 1 2 English Fibre Reinforced Polymer (FRP), as the building material in the construction industry, is relatively new compared to the traditional materials like steel and concrete. Offering lot of advantages, such as ability to build lightweight and maintenance free structures, it is a promising material with specific behaviour which has to be properly tackled both in the design and in the production phase. Scope of the course is designed with the aim to prepare young engineers to use this material of the future in structural engineering applications. General aspects of FRP structures: Fibre Reinforced Polymers, FRP vs. other materials, advantages of using FRP in construction and civil engineering, types and mechanical properties of fibres and resins, influence of temperature, durability and sustainability, examples of applications, FRP products (pultruded profiles, sandwich panels), manufacturing procedures, health and safety. Materials and failure analysis: Classical laminate theory, failure criteria and stress states, progressive laminate failure, size effects in open hole tests. Design of pultruded profiles: Design codes and recommendations, limit states and design verification, partial safety factors, conversion factors, axially loaded members, local and global buckling Design of beams and sandwich panels: Lateral torsional buckling, local failures, interaction of global and local buckling, deflections, failure modes of sandwich panels Joints in FRP structures: Types of joints, joint vs. connection, stress concentrations, bolted vs. bonded joints, types of fasteners, failure modes of bolted joints, required dimensions, bolted joints in tension, bonded joints, types of adhesives, load transfer and failure modes of bonded joints. Retrofitting by FRP: Retrofitting applications (strengthening s. repair), application techniques and materials, details of retrofitting of concrete structures (beams, walls and columns), retrofitting of timber and steel structures, design factors for retrofitting. GUEST LECTURES: Guest lecturers from Nederland's leading companies in field of FRP will help students to gain experience from practice and feel the challenges in design and production of FRP structures.

Study Goals

Education Method Course Relations Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Calculation examples are presented throughout the lectures and exercises are given to students during the course: - Calculation of partial safety and conversion factors - Design of an axially compressed pultruded member - ULS & SLS design verification of an simply supported pultruded beam - Design check of a foam core sandwich panel - Calculation of bolted double-lap joint loaded in in-plane tension and compression As a result, the student should be able to: 1. Judge the application possibilities and advantages of fibre reinforced polymer (FRP) material in various load carrying civil engineering structures and building structures; 2. Understand the behaviour of FRP material; 3. Understand influence of environment on structures made of FRP; 4. Create and design different types of FRP structures made of pultruded profiles; 5. Perform preliminary ULS and SLS design verifications od structures made of pultruded profiles and sandwich panels. Lectures, Numerical examples, Exercises CIE5128 uses CT3051, CT3109 and CT2122 Written exam composed of theoretical, practical and numerical questions Stability, Theory of Elasticity, Load analysis, Ultimate Limit States Analysis, design, review, verification Design codes and recommendations: - Prospect for new guidance in the design of FRP Support to the implementation, harmonisation and further development of the Eurocodes. CEN/TC 250 - WG4; Joint Research Centre 2016 - CUR 96 Fibre Reinforced Polymers in Civil Load Bearing Structures (Dutch Recommendation, 2003) - EUROCOMP Structural Design of Polymer Composites (Design Code and Handbook, Finland, France, Sweden, UK, 1996) Lecture notes (reader): - Kolstein, H. "Fibre Reinforced Polymer (FRP) Strucutres (part 1 and 2)" TU Delft 2008 Books: - Bank, L. Composites for Construction Structural Design with FRP Materilas John Wiley & Sons, Inc., 2006 - Clarke, JL (Ed.) Structural Design of Polymer Composites EUROCOMP Design Code and Handbook E & FN Spon, 1996

Judgement Permitted Materials during Exam Collegerama

Compendiums: Pavlovic, M. "Design of FRP structures - numerical examples", TU Delft 2016 Exam grade is final grade Pen and calcualtor No

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CIE5131 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Summary

Course Contents

Study Goals

Education Method Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Fire Safety Design

3

Ir. G.J.P. Ravenshorst 0/4/0/0 2 2 2 3 English General introduction to the fire safety design of buildings. Emphasis on structural fire safety and regulations (national & European). Basic principles of fire safety design of buildings, consequences of fire, various options for fire safety design. Phenomenological description of the fire process, schematisation and modelling of the fire process, mechanisms of fire propagation. Material behaviour (reaction-to-fire) and structural behaviour (resistance-to-fire) and the options to quantify this behaviour. Emphasis on concrete, steel and timber structures. Smoke issues: smoke production, smoke spread and smoke control. Active measures (automatic suppression, detection). National fire regulations: Building Decree (Bouwbesluit), concept, assessment methods, principle of equivalence. European standardisation (Construction Product Directive, Eurocodes, Euroclasses). Recent developments regarding the fire design of buildings (Fire Safety Engineering). Basic principles: occurrence of fire, consequences of fire, aims fire safety design, fire safety measures (passive, active). The fire process, initiation of fires, fire development & modelling. Reaction-to-fire & smoke production (material behaviour), various level of performance, national & European classification systems. Resistance-to-fire (behaviour of structural elements): thermal loading & response, mechanical loading & response, evaluation for concrete, steel and timber. Smoke control: smoke production, smoke propagation, modelling Active measures, automatic detection, automatic suppression, smoke exhaust Fire regulations, national (Bouwbesluit), European (Construction Product Directive, Euroclasses, Eurocodes). Fire Safety Engineering: options, perspectives, examples. 1. To get familiar with the basic principles of fire safety in buildings; 2. To get familiar with the occurrence and development of building fires; 3. To get familiar with the behaviour of materials and structures in fire; 4. To get familiar with fire safety measures (active & passive); 5. To get familiar with the fire safety regulations (national & European). 6. To be able to apply the design and verification rules for structural safet under fire conditiuons for steel, timber and concrete Lectures and self study Excursion Course reader "Fire safety Design" Lecture presentations Additional readers on blackboard/brightspace Written exam, open questions Partly theoretical questions, partly claculation questions Bachelor Civil Engineering, Bachelor Architecture. The consequences of fire safety design will be discussed with the students Course reader "Fire safety Design" Lecture presentations Additional readings on blackboadr and brightspace Written exam is the final grade Calculator No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Materials & Environment (SE-ME)

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CIE4030 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Methodology for Scientific Research

3

Prof.dr.ir. H.E.J.G. Schlangen 0/0/0/4 4 4 Exam by appointment English BSc diploma in Engineering This course is intended for students that would like to 'Design a Research Project". It is a perfect preparation for your final project in your MSc. The topics that will be presented in this course are: - Defining research objectives - Setting up a research framework - Formulating research questions - Different research concepts and strategies - Various research material - Planning your research - Analysing your research results - Reporting and presenting your research

Study Goals

Education Method

Computer Use Course Relations Literature and Study Materials

Prerequisites Assessment Exam Hours Permitted Materials during Tests Enrolment / Application

Remarks

Contact

Expected prior Knowledge Academic Skills Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

The course will be given with Online-lectures. The assessment of the course will be done via two assignments. To be able to clearly describe a research goal. To be able to design a scientific research. To be able to analyse the results of a scientific research. To be able to formulate the structure of a scientific report Introduction lecture Online lectures Assignments Feedback/questions an introduction will be given into SPSS, a package for data analysis. Basic statistics 1) Course Book: Designing a Research Project by Piet Verschuren en Hans Doorewaard ISBN: 978-90-5931-572-3 2) Lecture Material: Online Lectures. Basic statistics Assessment is done via two assignment-reports. no written or oral exam. Only two assignment-reports. Enrollment through Blackboard is required. The assignments and submission of reports also goes through Blackboard. The course is planned in Q4 with strict deadlines for handing in the assignment-reports. However, since it is an online course, it can also be followed in other quarters and a different schedule for handing in the reports can be negotiated with the course coordinator. prof.dr.ir. Erik Schlangen [email protected] room 6.21, CiTG-building 015-2786535 BSc in Engineering BSc in Engineering 1) Course Book: Designing a Research Project by Piet Verschuren en Hans Doorewaard ISBN: 978-90-5931-572-3 2) Lecture Material: Online Lectures. Evaluation of assignment reports Yes

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CIE5100 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Required for Expected prior knowledge Parts

Summary

Course Contents

Study Goals

Education Method

Course Relations Literature and Study Materials

Practical Guide Books

Prerequisites Assessment Exam Hours Permitted Materials during Tests Enrolment / Application Remarks

Contact

Expected prior Knowledge Academic Skills Literature & Study Materials

Repair and Maintenance of Construction Materials

4

Prof.dr. R.B. Polder 0/4/0/0 2 2 Different, to be announced English Obligatory for students who want to do their MSc thesis in Materials Science. The course can also be attended by students who want to study Building Constructions. The Materials Science course of the BSc study Topics are: - degradation of concrete, metals, wood, polymers and bitumen/asphalt - maintenance technology, strategies and management - quality systems and certification - examples from practice accompanied by experts from the field such as: - protection and maintenance and repair of steel structures - protection and maintenance and repair of concrete structures - protection of wood in constructions - Failure Mode Analyses - Introduction to Survice life design This course deals into greater depth with durability aspects and the maintenance and repair of materials in constructions. The course is obliged for students who want to get their MSc degree in Materials science at the Faculty of Civil Engineering and Geosciences. The course is recommended for students who want to study Mechanics, Materials and Constructions as well as for students who want to study building engineering and or architectural engineering. Also students who study road constructions are recommended to attend the course. This course deals into greater depth with durability aspects and the maintenance and repair of materials in constructions. The course is obliged for students who want to get their MSc degree in Materials Science at the Faculty of Civil Engineering and Geosciences. Topics are: Degradation of concrete, metals, wood, polymers and bitumen/asphalt; Maintenance technology, strategies and management quality systems and certification; Examples from practice presented by experts from the field such as: - protection and maintenance and repair of steel structures - protection and maintenance and repair of concrete structures - protection of wood in constructions - the monitoring of asphalt roads, repair and re-use of old asphalt in road constructions - inspection methods, aspects concerning environment and ARBO as well as economics - paint systems - Failure Mode Analyses After the course the student has gained knowledge on the theories of maintenance, repair, quality systems and certifications on the one hand as well as on the degradation mechanisms and behaviour of materials on the other hand. The cases will help the student to apply the two aspects at the operational level. Lectures, discussion, 3 case studies and 1 obligatory excursion to TNO (The Thursday excursion to at the end of the course plus city walk while looking at old stony materials). One of the cases is the corrosion practical of two afternoons. The TNO excursion is considered to be the second case. The BSc courses Materials Science Obligatory lecturenote(s)/textbook(s): Book of prof. Bijen "Durability of Engineering Structures" Available at the secretariat of the section Materials Science of the Department of Civil Engineering. Recommended other materials: Hand-outs and powerpoint presentations, available at the section secretariat Lecture notes for the corrosion practical Jan Bijen Durability of Engineering Structures. Design, Repair and Maintenance. CRC 2003 ISBN 1 85573 695 0 Courses Materials Science in BSc study: CIE5110 Concrete Science and Technology Oral examination. However, if more than 10 students enroll, lecturers reserve the right to have a written exam. Oral Examination of 1 hour to be announced Via secretariaat Lectures will be given partly in a classrooms and partly during an excursion at the site by the instructor and experts in the field. The student is requested to prepare 3 cases on topics discussed at the excursion in groups and to participate actively in the discussion sessions during the excursions. The student must also attend a corrosion practical of two afternoons. The practical is considered to be one of the cases. Prof.Dr. R.B. Polder [email protected] OR [email protected] 015-278 5693 room 6.04 Dr. O. Copuroglu [email protected] 015 - 278 1827 room 6.03 CIE5110 Concrete Science and technology basic civil engineering, materials science Obligatory lecturenote(s)/textbook(s): Book of prof. Bijen "Durability of Engineering Structures" Available at the secretariat of the section Materials Science of the Department of Civil Engineering. Page 47 of 83

Judgement Permitted Materials during Exam Collegerama

Recommended other materials: Hand-outs and powerpoint presentations, available at the section secretariat Oral examination or written examination to be announced No

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CIE5102 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Required for Expected prior knowledge Course Contents

Forensic Building Materials Engineering

3

O. Copuroglu 0/0/4/0 3 3 Different, to be announced English Students with interest in becoming a construction materials consultant in Civil Engineering practice. A basic course on (Construction) Materials Science. Highly recommended as a follow-up course after CIE5110 Concrete Technology This course is mainly for students who want to get their MSc Degree in Mechanics, Materials and Constructions and who want to learn more about Experimental Aspects of Consultancy in Civil Engineering Materials. The course is especially suited for those students who want to work in the field of consultancy in maintenance and building (construction/material application) problems. The course is meant for students who want to focus on consultancy in the building practice (engineering offices, consultancy offices, contractors). The main emphasis will be given on the reinforced concrete as it is the most widely used construction material worldwide. However the analytical techniques and methods which will be discussed during the lectures can be applied on the other (construction) materials as well. Therefore students from other disciplines with interest in materials characterization are equally encouraged to follow the course. Main coverage of the course is:

Study Goals

Education Method Course Relations

Literature and Study Materials Practical Guide Reader Prerequisites

Assessment

Exam Hours Permitted Materials during Tests Enrolment / Application Special Information Contact

Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

- Introduction: Importance of materials characterization, essentials of forensic research - Damage types, cracks, physical and chemical durability problems - Core extraction and testing - Sampling and specimen preparation for analytical research - Optical microscopy and concrete petrography - Electron microscopy and microanalysis - Essential chemical techniques - Pore structure analysis - Techniques for corrosion investigation in reinforced concrete - Building material problems from practice - case studies - Report writing and communication with clients After successful completion of the course the student will be able to be an active participant in the discussions with experts of the field. The student will be able to couple theoretical aspects with practical aspects and the student will have the tools to act successfully as a consultant in the specific field. The student will be familiar analytical research in building materials which is an essential element of forensic research. Lectures and short practicals in the microlab of the Faculty The course is closely related to the topics discussed in: CIE5100 Maintenance and Durability of Building Materials CIE5110 Concrete Technology - Lecture slides on the Blackboard - Hand-outs - other documents and forms To be given during the introduction lecture N/A Students who would like to follow this course should have followed the course CIE5110 Concrete Technology. All other students without having followed this course should contact the course manager before registration. - Written or Oral examination (70%) - Term project report or presentation (30%) Note: Type of assessment will be announced during the introduction lecture. The lecturers reserve the change of assessment type depending on the number of students and the lab facilities availability. N/A N/A Via course leader Via course leader Dr. O. Copuroglu Universitair Docent Room 6.03 building of Civil Engineering [email protected] 015-2781827 room 6.03 Fundamentals of cement hydration and concrete technology basic civil engineering skills - Lecture slides on the Blackboard - Hand-outs - other documents and forms Average of written/oral examination (70%) + project report/presentation (30%) TBA No

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CIE5110 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Concrete - Science and Technology

4

Prof.dr.ir. K. van Breugel 4/0/0/0 1 1 Different, to be announced English CIE5110 uses CTB1320-17 This course forms the bridge between science of cement-based building materials and its application in the engineering practice. Coming engineers are equipped with knowledge that is required for the choice of the best material for a specific application and the realization of concrete products and concrete structures that meet the required performance criteria. The following topics are addressed: - Raw materials and mixture design - Work-ability - Hydration processes and development of micro structure (mechanisms and numerical simulations; applications) - Relationship between material properties and micro structure - Properties of hardened concrete: strength, stiffness, creep and shrinkage - Porosity and permeability, tightness - Degradation processes: Carbonation, Alkali-silicate reaction, freeze-thaw damage - Materials-related execution and curing aspects - Recycling of concrete - Quality control All these items will be dealt with for different types of concrete, viz: - traditional concrete - (ultra) high strength concrete - lightweight aggregate concrete - self-compacting concrete - fiber reinforced concrete - Recycled concrete - low cement concretes - geo-polymer concrete

Study Goals Education Method Literature and Study Materials

Engineers are equipped with the knowledge and know-how that is needed for the proper choice of the concrete mixtures for the realisation of good, durable concrete structures and concrete products. Lectures, Computer self-test Calcrete Dutch: 1. "Beton als constructiemateriaal: eigenschappen en duurzaamheid", by H.W. Reinhardt This book is available at the secretariat of the section, room 6.29 English: 1. Properties of concrete by A.M. Neville This book can be borrowed at the secretariat of the section, room 6.29 (deposit required).

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Strongly recommended other materials: - Computer self-test Calcrete (via Computerroom) - Reader / hand-outs, available at the Blackboard website. Oral exam. Appointments can be made through our secretary, Ms. Claire de Bruin([email protected]) in room 6.29 Prior knowledge: CTB 1320-17 and CTB 2000 - D2 No specific skills required Either: Book (Eng.): "Properties of Concrete", by A.M. Neville or: Book (NL): "Betonkunde" by H.W. Reinhardt. Lecture notes, made available on BlackBoard

Judgement Permitted Materials during Exam Collegerama

CD Rom: Calcrete, module on "Concrete as a material" Oral examination. Appointments via secretariat (miss C. de Bruin, ([email protected]), tst. 83183) No restrictions No

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CIE5126 Responsible Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Fatigue

3

Dr.ir. R. Abspoel Dr. M.H. Kolstein Prof. M. Veljkovic 4/0/0/0 3 3 3 4 English The student will learn how to design fatigue loaded steel / aluminium / concrete / timber structures. Two-thirds of the course is spent on lectures, while the remaining is dedicated to exercises. The main topics are: 1. Fatigue actions: basic principles, determination of stresses and stress intensity factors, stress history 2. Fatigue resistance: basic principles, classified structural details, fatigue strength modifications, resistance against crack propagation, resistance of joints with weld imperfections 3. Fatigue assessment: general principles, S-N curves, crack propagation calculation, service testing, parameters influencing the fatigue strength of steel / aluminium / concrete / timber connections/structures, safety considerations, synthetic fatigue curves

Study Goals

Education Method Course Relations Literature and Study Materials

Exercise Questions for all four types of materials considered The aim of this course is to provide knowledge for the design and analysis of steel, aluminium and concrete structures. As a result, the student should be able to: 1. Understand the fatigue phenomenon; 2. Design a structure against the limit state due to fatigue damages; 3. Work with relevant Eurocodes; 4. Apply fracture mechanics. Lectures, Numerical examples, Exercises CIE5126 uses CT3051, CT3121, CIE4110, CIE4121 and CIE4160 Design Codes: - EN 1993-1-9, CEN 2005 Design recommendations: - ESDEP lectures: 12-1, 12-2, 12-3, 12-4.1, 12-4.2, 12-5, 12-6 - IIW RECOMMENDATIONS FOR FATIGUE DESIGN OF WELDED JOINTS AND COMPONENTS - CIDECT Design Guide 8 Course book: - ECCS Eurocode Design Manuals, 2011: Fatigue design of Steel and Composite structures

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials

Compendiums: - Pavlovic, M., Veljkovic, M., "Fatigue of steel structures - Numerical examples" TU Delft 2016 Written exam consisting of theoretical, practical and numerical questions. Strength of the materials, Dynamics of structures, Joints in steel structures. Analysis, design, review, verification Design Codes: - EN 1993-1-9, CEN 2005 Design recommendations: - ESDEP lectures: 12-1, 12-2, 12-3, 12-4.1, 12-4.2, 12-5, 12-6 - IIW RECOMMENDATIONS FOR FATIGUE DESIGN OF WELDED JOINTS AND COMPONENTS - CIDECT Design Guide 8 Course book: - ECCS Eurocode Design Manuals, 2011: Fatigue design of Steel and Composite structures

Judgement Permitted Materials during Exam Collegerama

Compendiums: - Pavlovic, M., Veljkovic, M., "Fatigue of steel structures - Numerical examples" TU Delft 2016 / Pen and calculator No

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CIE5130 Responsible Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents

Capita Selecta Concrete Structures

4

Prof.dr.ir. K. van Breugel Dr.ir. C.R. Braam Prof.dr.ir. H.E.J.G. Schlangen 0/4/0/0 2 2 Different, to be announced English - CIE5130 uses CIE3150 - CIE5110 (Concrete Science & Technology) is recommended Part A: Temperature effects Temperature effects in hardening and hardened concrete. Emphasis on difference between structural response under external loads and imposed deformations. Both materials aspects and structural aspects are dealt with. Aspects of building physics are considered briefly (temperature calculations). A specific topic concerns the behaviour of hardening concrete. Problems with young concrete are discussed from both the scientific and engineering point of view. Attention is given to judgement of crack patterns and failure causes in hardening and hardened concrete structures. Effect of imposed deformations on safety and durability at dealt with. Part B: Silo's, reservoirs, storage and concrete protective structures Loads and design criteria for storage structures - Hydrostatic and/or bulk loads - Tightness criteria - Load factors - Design of rectangular and cylindrical reservoirs in reinforced and prestressed concrete. - Concrete protective structures under extreme loads, e.g. impact, blast, fire, cryogenic loads. Modelling of extreme loads and response of concrete and concrete structures under extreme load conditions is given due attention. General principles of judgement of protective systems and the consequences of this for the design is dealt with. Part C: Seismic design (C1) or Asset Management (C2) C1: Seismic Design Principles of seismic design of concrete structures. Measures are indicated for making concrete structures earthquake resistant. Detailing of reinforcement and providing ductility is essential and is dealt with in detail. C2: Asset Management Strategies for inspection, monitoring, maintenance and repair of concrete structures are discussed. Emphasis will be on concrete infrastructure. Examples from the practice are presented.

Study Goals

Exercise (1 ECTS) An obligatory exercise (1 credit point) covers essential aspects from parts B and C. The exercise concerns a reinforced of prestressed reservoir under hydrostatic and thermal load. 1. Knowledge of the behaviour of concrete structures in the early stage of hardening, including measures to influence this behaviour (through technological and structural measures); 2. Design of concrete structures subjected to imposed deformations (temperature, shrinkage); 3. Design and execution of storage systems in reinforced and prestressed concrete; 4. Liquid tight design of concrete structures; 5. Safety considerations in case of storage of hazardous product, i.e. liquefied natural gas, concrete containment structure (nuclear power plants), hazardous waste etc. 6. Fundamentals of a-seismic design of concrete structures;

Education Method Literature and Study Materials

7. Assetmanagement concepts for concrete structures Lectures, case study Obligatory lecturenote(s)/textbook(s): - Opslagconstructies (Storage systems) - Reader "A-seismic design" - Temperature and shrinkage effects in concrete structures Available at the section secretariat Materials and Environment (room 6.29).

Assessment

Special Information Expected prior Knowledge Academic Skills Literature & Study Materials

Recommended other materials: Lecture sheets Available as download from blackboard Case study (25%) and oral exam (75%) Students can make appointments for the examination via the section secretary, Ms. Claire de Bruin, in room 6.29. They can contact her directly by emailing to [email protected] For detail of the course information can be obtained by prof.dr.ir. K. van Breugel (Room 6.25) - CIE5130 uses CIE3150 - CIE5110 (Concrete Science & Technology) is recommended No specific skills required. Obligatory lecturenote(s)/textbook(s): - Opslagconstructies (Storage systems) - Reader "A-seismic design" - Temperature and shrinkage effects in concrete structures Available at the section secretariat Materials and Environment (room 6.29).

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Judgement

Permitted Materials during Exam Collegerama

Recommended other materials: Lecture sheets Available as download from blackboard Case study (25%) and oral exam (75%) Students can make appointments for the examination via the section secretary, Ms. Claire de Bruin, in room 6.29. They can contact her directly by emailing to [email protected] Case study should be ready and made available during the oral examination. No further restrictions. No

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CIE5146 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Summary

Micromechanics and Computational Modelling of Buillding Materials

3

Prof.dr.ir. H.E.J.G. Schlangen 0/4/0/0 2 2 Different, to be announced English CIE5146 uses CIE5110 (Concrete Science and Technology) This course concentrates on chemical, physical, stereological and fracture mechanics aspects of building materials with emphasis on cement-based materials. Materials are looked at on the nano-, micro- and meso-level and materials properties are explained by referring to those fundamental levels. Modern developments in the field of experimental research techniques and numerical modelling of materials are dealt with. The following topics will be dealt with: 1. Reaction kinetics of hydration processes in cement-based systems; 2. Development and modelling of the microstructure and pore structure of cement paste and concrete; 3. Fracture processes: cause and effect; 4. Time dependent processes: creep and relaxation; 5. Transport- and degradation processes; 6. Experimental research techniques: microscopy, calorimetry, porosimetry, ct-scanning, nano-indentation; 7. multi scale modelling; 8. Towards design of materials (Computational Materials Science);

Course Contents

This course is open for both Master students and PhD students. This fundamental course focuses on special topics that give insight in the performance of building materials. The aim is to understand the relationship between materials properties (macro level) and the underlying chemical and physical, i.e. thermodynamic, mechanisms and processes that are in force on the nano; micro- and meso-level. The course concentrates on cement-based materials, but other materials frequently used in the civil engineering practice can be considered as well (e.g. asphalt). Typical issues dealt with in detail are hydration processes and the formation of the microstructure of cement-based systems. Specific differences between different building materials are considered, particularly in view of the relative brittleness of cement -based systems. Ways to improve ductility are considered. Pore structures characterization and transport properties of porous materials are discussed in view of durability. The knowledge provided in this course enables students to understand why materials behave as they do and to "design" new materials or to improve existing materials by intervening in their nano-, micro- or mesostructure. Strategies for organising advanced materials research will be discussed in detail, for example the parallel execution of experiments and conceptual and numerical modelling.

Study Goals

Education Method Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

This course is relevant for students with special interest in fundamental theoretical and experimental research and is recommended for those who consider proceeding with a PhD study after their MSc. The course is open for both master students and PhD-students and will be integrated in the curriculum of the section Materials & Environment. This course focuses on the relationship between materials behaviour and structure of the material on different levels of observation, viz. nano-, micro- and mesolevel. Knowledge of phenomena acting on different levels of observation, as well as methods, both experimental and conceptual, for studying these phenomena, are dealt with. Conceptual and numerical modelling of materials behaviour is a core activity in this course. Specific aims of the course are: 1. Acquiring insight in nano-, micro- and mesostructure of building materials; 2. Judgement and use of suitable techniques for fundamental studies of building materials, e.g. cement-based materials; 3. Numerical modelling of materials behaviour and of transport- and degradation processes in porous materials. Lectures, practical computer modelling session and tour in the Micromechanics Laboratory Obligatory lecture note(s)/textbook(s): Lecture Notes, available at blackboard Recommended other materials: 1. "Construction materials: Their nature and behaviour" Ed. J.M. Ilston & P.L.J. Domone. Spon Press 2001, ISBN 0-419-25860-4 2. "Materials Science and Engineering - An Introduction" William D. Callister, John Wiley & Sons. Standard work. Valuable but expensive) 3. "Fracture processes of Concrete". J.G.M van Mier, CRC-press. Available at TU-Library as pdf. Oral exam and computer modelling assesment (handed out during lectures) CIE5110 some basic knowledge of modelling is useful Lecture notes on Blackboard oral exam no No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Road and Railway Engineering (SE-RRE)

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CIE4860 Responsible Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Course Relations Reader Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement

Permitted Materials during Exam Collegerama

Structural Pavement Design

6

Dr. X. Liu Ir. L.J.M. Houben Dr. X. Liu Dr. A. Scarpas 0/0/6/0 3 3 Different, to be announced English 1. Stresses and strains in flexible pavements: familiarization with the 3d-MOVE software for the visco-elastic analysis of multilayer pavements under static and moving traffic loads and its utilization for analysis of various pavement structures; 2. Structural design of asphalt pavements: types of asphalt pavements, distress types, principles of mechanical-empirical design methodology, input data (traffic loadings, climate, material behaviour), utilization of 3d-MOVE for pavement layers thickness design and for performance indicators evaluation; 3. Structural design of concrete pavements: areas of application, types of concrete pavements, pavement structure, stresses and deformations in plain concrete pavements due to traffic loadings and climate, design criteria, analytical Dutch design method including the software package VENCON2; 4. Structural design of small element pavements: areas of application, pavement structure, research into the structural behaviour, design criteria, analytical Dutch design method including the software package BESCON. Exercises: computer-aided structural analyses and design of various asphalt pavement types, design of a concrete pavement and a small element pavement. The students are able to understand the various factors influencing structural pavement design. The students are able to analyse and quantify the individual and combined effects of traffic loadings and temperature on the structural behaviour of asphalt, concrete and small element pavements. The students are able to make a structural design of any type of pavement for given boundary conditions with respect to desired pavement life, traffic loadings and climatic effects. Lectures, exercises. CIE4860 uses CTB3320, CIE4880 Lecture notes will available at the blackboard. Discussion on the exercises. Basic knowledge of road engineering, road construction material and laboratory experiment. Critical and analytical thinking; Interpretation; Writing reports; Reviews and articles; Cooperation and problem solving; Debating and discussion. Lecture slides, literature provided during lectures and books as additional reading material. Final mark consists of homework assignments (60% of flexible pavement and 40% of concrete and small element pavement) which have to be submitted not more than two months after the lecture finished. In order to pass the course, the minimum grade for each individual part (flexible pavement and both concrete and small element pavement) should be at least 5. No written exam No

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CIE4870 Responsible Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Structural Design of Railway Track

4

Dr. V.L. Markine Dr. V.L. Markine Dr.ir. M.J.M.M. Steenbergen Prof.dr. Z. Li 0/0/3/0 3 3 Different, to be announced English -------------------------------------General info In this course the students will get deeper knowledge (as compared to the basis course on Elements of Railway Engineering CIE4874) on the static/dynamic behaviour and design of railway tracks. Starting from learning the main principles of railway track and railway vehicle interaction, the students will get acquainted with the modern analytical/engineering and numerical methods (Finite Element and Multi-body based computer software e.g. Longstab and VI-Rail) for analysis and design of railway tracks. In order to get acquainted with modern railway systems an excursion to either a railway manufacturer or a railway construction site will be organised (to be announced later). A guest lecture on design and maintenance of HSL-South will be given by a railway specialist from BAM Rail. At the end of the course, the students have to perform a case study wherein they will apply the gained knowledge to solve a given real-life railway track related problem (e.g. improve design or/and performance of existing track). In the academic year 2016-2017 the students had to analyse and to propose suggestions for improvement of a novel winter-proof switch design. -------------------------------------More detailed, the contents of the course are: Main principles and static design (Dr V. Markine, [email protected]) The track behaviour will be analysed on the level vehicle - track interaction. The basic principles of railway track and vehicle design will be briefly introduced here (for more information the course CIE4874 Elements of Railway Engineering is advised). Analytical and numerical methods for analysis of the static behaviour of a railway track will be explained. Also, some engineering methods to access the dynamic effects will be introduced. Analysis of stresses in the track element and a result of and temperature forces. Assessment of the track behaviour and selection of the track components. Basic principles of dynamic design of track structures (Dr M. Steenbergen, [email protected]) Static versus dynamic design The equation of motion; degrees of freedom Frequency transforms The dynamic stiffness Rolling contact types in dynamics Noise & Vibrations Advanced aspects of vehicle design and wheel-rail interaction (Dr Z.Li, [email protected])

Study Goals

Education Method Course Relations Literature and Study Materials Prerequisites Assessment

Contact Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Vehicle design: vehicle-track interaction, dynamic load and ride comfort (including practicum with numerical simulations) Basics of contact mechanics for wheel-rail interaction analysis: contact patch, contact forces/stresses, rail damage mechanism By the end of this course the student is able to: - Choose and apply the numerical methods to a given situation - Propose track design improvements or new design for a given situation - Analyse given railway track/vehicle related problems, detect their source and propose a solution Exercise, lectures, instruction Course CIE4874 Obligatory other materials: Handouts of the lectures, via internet: www.rail.tudelft.nl Course CIE4874 Elements of Railway Engineering is advised (not compulsory) Intermediate exam Case study on one of the following topics (not limited to) - Propose/improve track design for a given situation - Analyse a given railway related problem, identify the source of the problem, propose a solution. Dr Valeri Markine ([email protected]) mechanics and dynamics BSc, Basic knowledge on mechanics and dynamics Obligatory textbook: C. Esveld, Modern Railway Track; Second Edition, 2001. Available at the section secretariat (St. II room 2.29). Written exam (individual) - 50% Case study (in groups) - 50% Formulae list (will be given), calculator No

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CIE4880 Responsible Instructor Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method

Course Relations Literature and Study Materials Assessment

Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Road Paving Materials incl. Laboratory Experiment

7

Dr. X. Liu Prof.dr.ir. S.M.J.G. Erkens Ir. L.J.M. Houben Dr. X. Liu Dr. A. Scarpas 2 (lectures)/2 (lectures)/0/0 3 (practical)/ 3 (practical)/0/0 1 2 1 Different, to be announced English Development of own software for performance based bituminous mixture design. Quality control tests. Specifications. Characterisation of road paving materials such as geomaterials, concrete, (modified) bitumen and bituminous mixtures as a function of external and internal conditions (stress levels, loading time, temperature, density, moisture content), recycling and environmental aspects. Laboratory experiments: number of tests on asphalt mixes and on soil materials are done. For both the soils and the asphalt concrete practicals a report has to be made. The grouping of students in both practicals is up to the discretion of the teachers. Attending all the laboratory experiments is compulsory. The final laboratory reports have to be submitted not more than one months after the course finished. Familiarization with the design of various bituminous mixtures. Explain the effects of both internal factors (such as grading, composition and degree of compaction) and external factors (stress levels, loading time, temperature) on the response of road paving materials. Laboratory experiments: Gaining experience in the production of bituminous mixtures, familiarization with the execution of laboratory tests, interpretation of the test results and laboratory test reporting. Lectures. Laboratory experiments. CIE4880 uses CTB3320 Lecture notes and handouts for laboratory experiments will be available at the blackboard. Oral exam on the theory from the lectures and the practicals, including the practical reports submitted. Mark is weighted average of marks for oral exam (50%) and for reports on laboratory experiments (30% for the asphalt materials and 20% for the soil materials). In order to pass the course, the minimum grade for each individual part (oral exam and both practicals) should be at least 5. Basic knowledge of road engineering and design. Critical and analytical thinking; Interpretation; Writing reports; Reviews and articles; Cooperation and problem solving; Oral presentation; Debating and discussion. Lecture slides, literature provided during lectures and books as additional reading material. Final mark consists of oral exam (50%) and laboratory test report (50%); 30% from the asphalt part, 20% from the soil part. No written exam No

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CIE5850 Responsible Instructor Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Summary

Course Contents

Production, Construction and Maintenance of Asphalt Concrete Pavements

3

Prof.dr.ir. S.M.J.G. Erkens Prof.dr.ir. S.M.J.G. Erkens Ir. L.J.M. Houben Ir. C. Kasbergen Dr. K. Anupam 2/0/0/0 1 1 Different, to be announced English Production of asphalt mixes in various types of asphalt plants, transport to works site, spreading and compaction. Effects of all these construction phases on asphalt pavement performance. Techniques for monitoring pavement performance and maintenance techniques. In this course students learn how pavement construction influences whether the designed material and structural quality is actually realized. The various steps in pavement construction, from the embankment through asphalt concrete production, transport, laying and compaction are discussed. Concerning asphalt production, the different components of an asphalt plant as well as different types of plants are discussed. The differences in the production of continuous and discontinuous asphalt mixtures and mixtures with and without reclaimed asphalt and their effect on plant capacity are also discussed. Concerning pavement transport, attention is paid to the risks, like cooling and segregation, and the available counter measures. In applying the mix, the different equipment used as well as the effects of the working width and speed on the production are addressed. Concerning compaction, pre-compaction at the beam, the inter-relation between compaction temperature and compaction effort and result are treated. Also, actual field measurements of compaction on site is presented. Finally, the measures contractors can take to guard crucial aspects of construction and the advances in this with the rapid developments in imaging and information technology is discussed.

Study Goals

Education Method Literature and Study Materials Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

After construction and during service life, pavement performance is monitored in various ways to ensure satisfactory performance and determine the need for maintenance. Examples of pavement monitoring systems as well as maintenance techniques for various pavement distress types and severities are presented in the final lecture. Students will be able to identify the crucial aspects of asphalt production and pavement construction with respect to pavement performance and explain their influence on pavement quality. They also can describe the various pavement distress types,link them to properties and potential errors in production and construction and describe and rank the maintenance techniques with regard to their suitability for more or less severe pavement damage. Students are able to relate the effect of errors in the various phases of production and construction to changes in material properties, explain the effect of those changes and how they relate to distress phenomena. Lectures Handouts of each lecture and texts from relevant books and publications. Some background on witing an essay is also avaliable. Grade is based on the grades of an (oral/digital) exam, essay and grades for quizzes after each lecture. Exam determines 50%, essay 40% and quizzes 10%. CIE4880 'Road Building Materials', CIE4860 'Structural Design of Pavements' Analysis, argumentation and application. Handouts of each lecture and texts from relevant books and publications. Some background on witing an essay is also avaliable. Grade is based on the grades of an (oral/digital) exam, essay and grades for quizzes after each lecture. Exam determines 50%, essay 40% and quizzes 10%. none No

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CIE5871 Responsible Instructor Instructor Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Capita Selecta Railway and Road Structures

4

Dr. K. Anupam Prof.dr.ir. S.M.J.G. Erkens Ir. C. Kasbergen Dr. V.L. Markine Dr. A. Scarpas Dr. K. Anupam 0/2/0/0 2 2 Different, to be announced English In this Capita Selecta course EITHER the Pavement Engineering option OR the Railway Engineering option has to be taken. The Pavement Engineering option focuses on the demonstration and use of laboratory techniques and micro-mechanical Finite Element Method analyses (FEM) for service life prediction of Asphalt Concrete (AC) mixes. It provides the participants with the experimental and the computational tools needed for micro-mechanical analysis and, also, with the skills and hands on experience for their use. The course includes: 1. Introduction to finite elements theory. 2. Hands on development of finite element micro-mechanical meshes for AC. 3. Introduction to visco-elasticity theory including the numerical methods for translating G* curves to Prony series for FEM analyses. 4. Micro-mechanical aspects of AC response focusing on the interplay between adhesion and cohesion mechanisms, the effect of moisture, aging, etc. 5. Hands on experience with the preparation of micro-mechanical specimens and their use in DSR for determination of necessary stiffness and fatigue adhesion and cohesion properties. 6. Development of fatigue laws for adhesion and cohesion on the basis of the lab data. 7. Use of micro-mechanical FEM analyses via the laptop version of CAPA-3D software for AC mix.

Study Goals Education Method Literature and Study Materials Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

The Railway Engineering option focuses on Asset Management of railways. In most of the countries the emphasis is shifted from building to managing and maintaining Railway infrastructure. In combination with limited budgets it requires methods to decide on the most effective choices in maintenance techniques and maintenance cycles to ensure sufficient overall performance of the infrastructure network. Also, because of the many different assets involved, the communication between policy makers, network managers and technical experts requires a common system or language. Asset Management is what the most of the network managers look at to help them in making those decisions. In this course, the participants will learn about the general principles and theories of Asset Management, how these are used for the Dutch railways (infrastructure provider ProRail) and the consequences of all this for the type of information and knowledge requirements for Railway engineers and researchers. What is Life Cycle Management (LCM)? The LCM methodology used by ProRail. Relation of LCM and RAMSE as implemented in the ProRail methodology will be explained with some illustrative examples, as well as net present value, annuity and external factors. The participants will get acquainted with the LCM computer tool developed at ProRail. Acquiring in-depth knowledge of new developments in pavement or railway engineering. Lectures including (computer) exercises. Available from the lecturers. An exercise has to be made or an essay has to be written (on a pavement or railway engineering subject related to the course) or an oral exam, to be decided by the lecturers of the course. CTB3320, CIE4860, CIE4870, CIE4880 BSc. in engineering lecture notes, presentations, lecture notes, presentations, videos Mark for the exercise or the essay or the oral exam. Not applicable No

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Hydraulic Structures (SE-HS)

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Hydraulic Structures (SE-HS), Compulsory

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CIE3310-09 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Course Contents Study Goals Education Method Course Relations Literature and Study Materials Assessment Permitted Materials during Tests Judgement

Open Channel Flow

4

Dr.ir. R.J. Labeur 0.0.6.0 3 3 3 4 English use this course code if you are a master student; for information, see the equivalent bachelor course code CTB3350

minimum passing score for each test is 30% before the deadline and 60% after the deadline (for deadlines, see the course planning on Blackboard); completed tests remain valid during one course year only

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CIE3330 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Summary Course Contents

Hydraulic Structures 1

4

Dr.ing. M.Z. Voorendt 0.0.6.0 3 3 3 4 English The course enables students to produce a conceptual design of common hydraulic engineering structures, with help of good quality sketches and hand calculations, taking the constructability of these structures into account. Conceptual design of hydraulic structures, e.g.: bridge piers, artificial islands, (caisson)breakwaters, retaining structures, quays & jetties, construction pits and docks, floating docks, storm surge barriers, dams, locks/sluices, immersed and bored tunnels, etc. Design aspects: - 'design for construction' is especially important for hydraulic structures - functional and operational analysis - safety of the structure considering loads and material strengths in the main Limit States

Study Goals

Education Method

Construction aspects: - construction in the dry or construction in the wet - in-situ or prefab construction - construction pits, braced/propped excavations, cofferdams; with or without dewatering. 1. produce a conceptual design of the common hydraulic engineering structures; 2. describe, in sufficient detail, a feasible construction method for the structure being designed; 3. prepare the necessary sketches or drawings, 2D or 3D, for a conceptual design; 4. do the required hand calculations for conceptual design and indicate for which items more sophisticated computational means have to be used. Lectures: During the lectures, hydraulic structures and the construction methods available for these structures are explained. A considerable amount of time is spent on explaining and determining typical hydraulic and soil mechanic loads on structures, not neglecting other loads. The lectures are closely related to the exercises. Construction Methods Exercise (CME). For the Construction Methods Exercise, about 40 to 50 construction activities have to be put in the right, depending on the type of structure and information on local conditions that will be provided. Work on the Construction Methods Exercise has to start in the first week of the lecture period. The exercise has to be finished and submitted in the beginning of the 2nd teaching week of Q3. Although not for a grade, the exercise will be checked. In case of fundamental errors in the proposed construction method, some extra work needs to be done on the CME in the 2nd or 3rd teaching week of Q3. Work on the CME needs to be completed before being allowed to do the DEHS and the written exam. Design Exercise Hydraulic Structures (DEHS). The Design Exercise Hydraulic Structures (DEHS) aims at making a conceptual design of a hydraulic structure, including preparation of sketches and/or drawings of typical cross sections of a hydraulic structure, several hand calculations regarding key design issues (e.g. stability, strength and stiffness, type of foundation) and a description of the construction method for the structure. The student should motivate assumptions and the choice of methods needed to determine the main dimensions and functionality. The exercise is divided into six phases, starting in week 2 and ending at the start of week 8 of Q3. After every phase, the work of the student will be checked for a grade, that will be part of the final course grade. The student will receive feed-back on his work after every phase, to be able to learn from it for the written exam. Written Exam: The written aims at testing whether the student understands the main design principles as taught during the lectures and as practised during the construction method exercise and the design exercise. The grade of the written exam is part of the final course grade.

Course Relations

The only opportunity to do the Construction Method Exercise (CME) and the Design Exercise (DEHS) is in the third quarter of the academic year! Important pre-knowledge of B.Sc. courses that either have to be completed or studied sufficiently before taking the course Hydraulic Structures 1: CTB2110 Vloeistofmechanica - Fluid Mechanics CTB2210 Constructiemechanica - Structural Mechanics CTB2220 Beton & Staalconstructies - Concrete&Steel Structures CTB2310 Grondmechanica - Soil Mechanics CTB2320 Ontwerpen van Constructies & Funderingen 2 - Design of Structures & Foundations 2 CTB2410 Waterbouwkunde - Hydraulic Engineering

Assessment

M.Sc. courses depending on Hydraulic Structures 1: CIE5313 Hydraulic Structures II - Storm surge barriers, Quays CIE5305 Bored & Immersed Tunneling CIE5304 Water Power Engineering CIE5314 Flood Defences The construction method exercise (CME), the design exrcise exercise (DEHS) and the written exam are compulsory. Construction Method Exercise (CME): The work on the Construction Methods Exercise has to be completed with a sufficient result before being allowed to do the DEHS and the written exam. The CME is not graded for the final course grade. Design Exercise Hydraulic Structures (DEHS): The Design Exercise Hydraulic Structures has to be completed to be allowed to enter the written exam. The Design Exercise Hydraulic Structures will be checked for an exercise grade that is part (60%) of the final course grade.

Permitted Materials during Tests Expected prior Knowledge

Written Exam: The grade of the written exam is part (40%)of the final course grade. While working on the exercises any (information) material of use can/should be used (wisely). CTB2110 Vloeistofmechanica - Fluid Mechanics CTB2210 Constructiemechanica - Structural Mechanics Page 64 of 83

Academic Skills

Literature & Study Materials

Judgement

Permitted Materials during Exam Collegerama

CTB2220 Beton & Staalconstructies - Concrete&Steel Structures CTB2310 Grondmechanica - Soil Mechanics CTB2320 Ontwerpen van Constructies & Funderingen 2 - Design of Structures & Foundations 2 CTB2410 Waterbouwkunde - Hydraulic Engineering The student knows when and how to apply scientific theories and practical methods in a hydraulic engineering design. The student judges what level of detail is required for the type of design at hand. The student can deal with methods that are not entirely suitable for the present problem, and with the lack of sufficiently detailed or accurate data. The following lecture notes are obligatory and available in paper copy and in pdf: Hydraulic Structures - General Hydraulic Structures - Manual Hydraulic Structures - Locks Hydraulic Structures - Caissons Check Brightspace, for handouts of the lectures and other relevant material. The Construction Method Exercise (CME) has to be completed before being allowed to do the Desing Exercise (DEHS) and the written exam. The Design Exercise Hydraulic Structures (DEHS) has to be completed in order to be allowed to enter the written exam. Final course grade = 0,6 * (grade for Design Exercise Hydraulic Structures) + 0,4 * (grade for the written exam). During the written exam NO information source is allowed (except for the memory of the student). No

CIE4130 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals Education Method Literature and Study Materials

Assessment Permitted Materials during Tests Literature & Study Materials

Judgement

Probabilistic Design

4

Dr.ir. O. Morales Napoles 0/6/0/0 2 2 2 3 English Objectives of probabilistic design of civil structures. Probability Calculus; Steps in a Risk Analysis; Inventory of possible unwanted events, effects and consequences; Determining and evaluating the risk. Decision-making based on risk analysis; Decision-making under uncertainties; Probabilistic analysis of the decision problem; Frame of reference concerning safety; Current dutch safety standards; Generally applicable safety standards. Reliability of an element; Limit state functions, strength and load; Ultimate and serviceability limit states; Strength of concrete, steel, timber, soil, etc; Loads of traffic, wind, waves, water, earthquakes, precipitation, ice, etc; Time dependence. Reliability calculation methods; Level III methods; Numerical integration; Monte carlo method; Level II methods; Non-linear limit state functions; Non-normally distributed variables; Dependent random variables; Comparison of different calculation methods. Failure probability and life span; Deterioration processes; Risk calculation of systems with a variable rate of failure; Non availability; Markov processes; Load combinations. Strength calculation with level I method; Linking the level I method to the failure probability calculation; Standardisation of álpha-values; Load combinations for level I strength calculations. Reliability of systems; Probability of failure of the serial system; Probability of failure of the parallel system; FMEA (Failure Modes and Effects Analysis); FMECA (Failure Modes, Effects and Criticality Analysis); Event tree; Fault tree; Cause consequence chart; Reliability of correctable systems. Scheduling the realisation of activities; Introduction to scheduling uncertainties; Influence of corrective measures on duration and costs; Maintenance; Introduction to maintenance strategies; Effect of maintenance on risk; Influence of inspections. Application areas; Structural safety of buildings, dikes, offshore platforms, bridges, etc; Maintenance and management; Quality assurance; Safety management; Geostatistics; Reliability of software. After the course, the student has to be able to do Level I, II and III calculations, risk-based optimisations and system probability calculations. Lectures Obligatory lecturenote(s)/textbook(s): Probabilistic Design Recommended other materials: Tentamenbundel, available on blackboard. Written exam: three questions, they refer mainly to different parts of the course No restrictions for written material. Laptops or smartphones not allowed. Obligatory lecturenote(s)/textbook(s): Probabilistic Design Recommended other materials: Tentamenbundel, available on blackboard. One mark, based on written exam.

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CIE4170 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Summary

Course Contents

Study Goals

Education Method Course Relations Literature and Study Materials

Assessment Enrolment / Application Remarks Contact Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Construction Technology of Civil Engineering Structures

4

Prof.ir. A.Q.C. van der Horst Dr.ir. C.R. Braam 0/4/0/0 2 2 Different, to be announced English Understanding the nature and implication of selected structural design aspects such as shape, dimensions, material and design approaches on the one hand and the construction considerations such as execution methods, schedules and costs on the other hand and their interdependency in an integrated building process of a concrete structure. This involves thorough knowledge and understanding of project characteristics, control systems, methodology of the process and supporting systems in order to optimise cost driver aspects in conceptual and final design. Lectures: Construction technology from a process prospective: interdependency of functional requirements, conceptual design, engineering and construction. Identification of cost drivers and optimisation of cost driver effects in both conceptual and final design. Outline design and optimisation of concrete structures based on principles of repetition, shape effects, planning aspects and governing details. Tender phase of design - construct contracts: multidisciplinairy interaction between engineering, cost estimate, planning and construction aspects; strategic outline design development; risk management in engineering; IDEF technology to structure engineering processes. The added value and weakness of serviceability Limit State Design: principles of SLS; interaction of SLS aspects with construction technology; interdependency of functional requirements and workmanship. Construction technology in support of durability of concrete structures: effects of workmanship and details; mix design effects. Formwork: conventional and tailor made formwork. Handling of concrete at site: sequence of events, basics of handling, placing, treatment and curing of concrete. Underwater concrete: historical perspective and state of the art of underwater concrete applications. Design of underwater concrete concepts including foundation concepts and details. Construction aspects of underwater concrete: equipment, tolerances and workmanship. Quality assurance of both the engineering process and the construction process of concrete structures. Details as far as governing the performance of concrete structures: joints, cast in items and box outs. Examples of interdependency and interaction between structural engineering and construction in the field of port structures: caissons, blockwalls and jetties. Case study: A case study is performed as group work. The case can be selected from either Construction or Heavy Civil Engineering. Presentation, as a team, of the group work. Upon succesful completion of this subject, the student should be able to: 1. To identify the basic elements such as project characteristics, control systems, methodology and supporting systems in an integrated design process for concrete structures; 2. To identify characteristics dictating the way a concrete building project is being managed in practice and emphasis on the methodology to be adopted when worked out; 3. To optimise the process of design and construction in terms of costs, time and maintenance in selecting a construction process, a construction schedule and investment in temporary works; 4. To develop a design methodology in which cost aspects regarding repetition effect, investments in type and amount of formwork and schedules of levelling labour force are being dealt with; 5. To demonstrate actions which can be taken to control the design process and to assure the quality of the engineering process and the construction process; 6. To generate different design concepts and to select one of them in view of costs, execution time and durability; 7. To implement all these aspects in a case study. Lectures, instructions, case study CIE4170 uses CIE3150 en CTB3335 Obligatory lecturenote(s)/textbook(s): Construction Technology of civil engineering structures (Lecture notes September 2015) Available at Blackboard. Obligatory other materials: Powerpoint presentations of lectures (Blackboard) Handwritten notes during lectures Case study and oral examination Enrolment through TAS (Exam Enrolment System) Participation in examination is only permitted after succesful completion of the case study. Prof. ir. A.Q.C. van der Horst, room 2.04 Stevin II Telephone 0182 590627, e-mail [email protected] CIE4170 uses CIE3150 en CTB3335 Thinking,Cooperation,Judgemental Skills, Logic, Reasoning Lecturenotes, PowerPoint presentation The examination and case study each contribute 50% of the mark. all material allowed for the exercise No

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CIE4310 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Computer Use Course Relations

Assessment

Exam Hours Tags Expected prior Knowledge Academic Skills Literature & Study Materials

Bed, Bank and Shore Protection

4

Dr.ir. B. Hofland 0/6/0/0 2 2 Exam by appointment English Design of shoreline protection along rivers, canals and seas; load on bed and shoreline by currents, wind waves and ship motion; stability of elements under current and wave conditions; stability of shore protection elements; design methods, construction methods. Flow: recapitulation of basics from fluid mechanics (flow, turbulence), stability of individual grains (sand, but also rock) in different type of flow conditions (weirs, jets), scour and erosion. Porous Media: basic equation, pressures and velocities on the stability on the boundary layer; groundwater flow with impermeable and semi-impermeable structures; granular filters and geotextiles. Waves: recapitulation of the basics of waves, focus on wave forces on the land-water boundary, specific aspects of ship induced waves, stability of elements under wave action (loose rock, placed blocks, impermeable layers) Design: overview of the various types of protections, construction and maintenance; design requirements, deterministic and probabilistic design; case studies, examples Materials and environment: overview of materials to be used, interaction with the aquatic environment, role of the land-water boundary as part of the ecosystem; environmentally sound shoreline design. After this course the student has to be able to: 1. Explain the processes acting on the land-water boundary and be able to judge which parameters are relevant for the design; 2. Explain the basics of stability in flow and wave conditions (understand the concepts of Shields, Izbash, Sleath, Hudson, Van der Meer); 3. Design individually a shoreline protection along a river, a canal or the sea, including relevant details, like a toe protection; 4. Determine the boundary conditions for the design of a shoreline protection, and their probability of occurrence; 5. Design intermediate layers between armour and subsoil (filter design), both using a granular filter as well as a geotextile; 6. Determine the method to construct the design (execution methods), especially how to place the rock and/or concrete element as well as the bed protection. 7. Explain the basics of the physical modeling of bed-, bank, and shore protections. Lectures, computer supported studying Students are advised to make some computational examples with the computer package CRESS; a probabilistic computation using e.g. Prob2B is part of the compulsory exercise. CIE4310 uses CTB2410 (Hydraulic Engineering) and CTB2110 (Fluid Mechanics) Recommended to follow simultaneously or prior to CIE4310: CIE4325 (Ocean Waves) and CIE4130 (probabilistic design) Exercise and oral exam - The (individual) exercise is introduced in the (live) lectures and can be found on Blackboard. An appointment for the oral exam can be made in room 3.73 (3.71), when making the appointment the exercise has to be handed in. No appointment for examination can be made before the exercise has been handed in. Usually on Wednesday (see schedule with secretary). Water Engineering On the first page of the textbook the mandatory knowledge prior to this course is printed; this page is also available on blackboard Relevant academic skills for this course are understanding of the physical processes in bed, bank and shoreline protection and being able to use this in the design of structures. Course Information is available at the Blackboard website. Compulsory: lecturenote(s)/textbook(s): Bed, Bank and Shoreline protection (G.J. Schiereck) Available at VSSD (also available in normal bookshops, but without reduction). Compulsory other materials: Several handouts, available at the Blackboard website. Guest lecture and visit to laboratory of Deltares. Also a number of videos is available via blackboard. The contents of these videos is compulsory material.

Judgement

Permitted Materials during Exam Collegerama

Recommended other materials: Rock Manual (CIRIA CUR, 2007; available from bookshops,but free downloadable as pdf). Overtopping Manual (downloadable from www.overtopping-manual.com) During the oral exam the exercise is discussed; important element of the assessment is understanding in the (un-)reliability of the various components in the calculation. The quality of exercise contributes to approx. 25% of the mark. During the the remainder of the oral exam the understanding of the processes and the ability of the student to translate this understanding in real life designs is assessed. Open book examination (bring the book with you). Note that the first and last page (Reminders) do have to be known by heart. Yes

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CIE4345 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

River Dynamics 1

4

Dr.ir. A. Blom 4/0/0/0 1 1 1 2 English INTRODUCTION River characteristics: streamwise variation in slope, width, discharge, friction, sorting patterns. Temporal variation in discharge and water level. Types of rivers (meandering, braiding, anabranching). River functions and their (sometimes conflicting) requirements to river management. River management around the world. STEADY FLOW 1D shallow-water equations (1D-SWE) and simplifications for steady flow: normal flow equation or Chezy equation for steady uniform flow; the backwater equation (and Bresse approximation) for steady non-uniform flow. Effects of width, friction and depth on the conveyance of a river. FLOOD WAVES 1D shallow-water equations (1D-SWE) and simplification for flood waves. Celerity and diffusion of flood waves. BED LOAD TRANSPORT Sediment properties, behavior of sediment under steady uniform flow: critical Shields stress and incipient motion; bed load transport relations. SUSPENDED LOAD TRANSPORT Advection equation for suspended load transport and associated erosion and deposition fluxes. Turbulent mixing and settling, resulting in the Rouse profile. Depth-averaged suspended load transport. INITIAL RIVER RESPONSE Initial river response after a change to the river system. Explanation of the Exner equation for conservation of sediment mass. Initial degradation and aggradation after a change to the river system. LONGTERM RIVER RESPONSE (STEADY DISCHARGE) Computation of the morphodynamic steady state (i.e., the equilibrium bed elevation profile) after a change in the river system under a steady discharge. LONGTERM RIVER RESPONSE (NONSTEADY DISCHARGE) Computation of the morphodynamic steady state (i.e., the equilibrium bed elevation profile) after a change in the river system under a variable discharge. EFFECTS OF SEDIMENT SORTING ON LONGTERM RIVER RESPONSE Sediment characteristics. Grain size distributions. Incipient motion and hiding. Grain size-selective and partial transport. Sorting patterns (e.g., armoring, dune sorting, lateral sorting). The Hirano equation. Effects of sorting on long-term response.

Study Goals

SEVERAL GUEST LECTURES Dutch river management, Colombian rivers, Colorado River, Mississippi River, Flood risk, River restoration, and more. After this course you will be able to evaluate and predict the short-term and long-term response of a river system to natural and anthropogenic changes. Furthermore, you will be able to design measures to counteract negative trends. After attending this course, you - can identify the functions of a river system and their sometime conflicting requirements. You understand and can evaluate the effects of various types of measures taken in existing river systems (Room for the River project in the Netherlands and examples shown during the course) and can propose new measures to counteract negative trends. - are familiar with the one-dimensional shallow-water equations (1D-SWE) and can simplify and apply the 1D-SWE for different applications (steady uniform flow, flood waves, and backwater curves). You can predict the short-term effects of changes in discharge, friction, and cross-sectional area on the conveyance of a river, based on the simplified 1D-SWE. - have a thorough understanding of sediment transport relations and the Exner equation for conservation of sediment mass. You can apply these equations to estimate the sediment load in a river system and to determine the morphodynamic steady state of a river.

Education Method Assessment Tags

Contact Expected prior Knowledge Academic Skills

Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

During the lectures we will explain the theory and discuss examples. Several guest lecturers will elaborate on case studies. Written exam Algebra Fluid Mechanics Modelling Water Engineering Dr.ir. A. Blom (Water Lab, Stevin III, room S3.00.100, [email protected]) Fluid Mechanics, Open Channel Flow problem analysis simplification of complex systems analysis of system behavior Slides, available on Blackboard (syllabus River Engineering, available on Blackboard) Your exam grade is your final grade. An equation form will be provided by the examiner. No information may be uploaded on your pocket calculator. Yes

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Year Organization Education

2017/2018 Civil Engineering and Geosciences Master Civiil Engineering

CIE-SE Specialisation Hydraulic Structures (SE-HS), Electives

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CIE4305 Responsible Instructor Course Coordinator Instructor Instructor Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Required for Course Contents

Coastal Dynamics I

6

Ir. J. Bosboom Ir. J. Bosboom Dr.ing. M.J.F. Stive Ir. J. Bosboom Ir. J. van Overeem Prof.dr.ir. S.G.J. Aarninkhof 0.0.8.0 3 3 3 4 English CIE4309 1. Coastal systems What is the coast? What is coastal engineering and management? Large-scale geographical variation of coasts (climatic, tectonic, nature and abundance of material, sea-level changes) 2. Hydrodynamic forcing and sediment transport Ocean waves: wind waves and astronomical tide. Description of wave characteristics, wind wave dispersion, generation and propagation of the tide, large scale variation of wave and tidal climates. Wave transformation in shallow water and waves in the surf zone. Tides in shallow waters. Storm surge. Sediment transport processes and formulations. Sediment characteristics, bed shear stress, entrainment, cohesive versus noncohesive material. 3. Coastal response Cross-shore and longshore sediment transport mechanisms and calculation methods Coastal profile types and coastline features Sediment balance and coastal changes Dynamic profile equilibrium, depth of closure Causes of profile changes, seasonality, erosion Coastline equilibrium and causes of natural and human-induced coastline changes Coastal inlet and tidal basin types and large-scale basin morphology Coarse and fine sediment exchange between tidal basins and the coast 4. Coastal protection and management Overview and functional design of methods for coastal protection (flooding and erosion) Reading and interpreting nautical charts for use in coastal engineering

Study Goals

Education Method Assessment

After completion of this course, students should be able to: 1. Explain the nature and complexity of problems a coastal engineer will be faced with regarding coastal protection against flooding and erosion. 2. Describe the characteristics of coastal systems on the basis of geotectonics, historic sea-level changes, nature and availability of material and forcing by waves and tides. 3. Explain the complex processes in coastal systems related to the hydrodynamic forcing and sediment motion. 4. Explain the morphodynamics of a range of coastal systems from the underlying processes. 5. Assess the merits and disadvantages of various methods for protection against flooding and erosion for specific situations. Lectures by Judith Bosboom, Stefan Aarninkhof and Jan van Overeem 1) Digital Maple TA homework assessments during Q3 (half or full bonus point for the exam can be earned) 2) Digital exam (Maple TA) at the end of Q3 and resit at the end of Q4. More information about the digital assessments (Maple TA) during Q3: * There are 9 assessments organized per Chapter or group of Chapters of the lectures notes. * Each assessment is divided into two stages: a formative stage A (assessment for learning) and a summative stage B (assessment of learning). * The stage A tests do not count towards the final course mark and are accessible until the retake exam at the end of Q4. A minimum score of about 80% gives you access to stage B. * The questions of stage B assess what you have learned. The stage B tests can only be taken once, must be taken before a specified deadline in Q3 and have a time limit. * You can earn half a bonus point for the exam by acquiring an average score for stage B of 50-70%. For a score higher than 70%, you get a full bonus point for the exam. * The (half) bonus point is only valid for the exam and retake directly after the Maple TA tests.

Expected prior Knowledge Academic Skills

Literature & Study Materials

A Maple TA trial exam is available as an example of what an exam could look like. CIE4325 (Ocean Waves: strongly recommended. CTB3350 (Open Channel Flow): strongly recommended. Thinking (critical, analytical) Interpretation Oral presentation Cooperation Reasoning/arguing Logic Awareness of and reflection on and responsibility towards the social (international) context and consequences of technology and scientific actions Lecture notes available from VSSD. Title: Coastal Dynamics I. Authors: Judith Bosboom and Marcel J.F. Stive. The study material for CIE4305 consists of Chapters 1-10 of this book. Chapter 11 on Integrated Coastal Zone Management is not part of the CIE4305.

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Judgement

1) Digital Maple TA homework assessments during Q3 (half or full bonus point for the exam can be earned) 2) Digital exam (Maple TA) at the end of Q3 and resit at the end of Q4. More information about the digital assessments (Maple TA) during Q3: * There are 9 assessments organized per Chapter or group of Chapters of the lectures notes. * Each assessment is divided into two stages: a formative stage A (assessment for learning) and a summative stage B (assessment of learning). * The stage A tests do not count towards the final course mark and are accessible until the retake exam at the end of Q4. A minimum score of about 80% gives you access to stage B. * The questions of stage B assess what you have learned. The stage B tests can only be taken once, must be taken before a specified deadline in Q3 and have a time limit. * You can earn half a bonus point for the exam by acquiring an average score for stage B of 50-70%. For a score higher than 70%, you get a full bonus point for the exam. * The (half) bonus point is only valid for the exam and retake directly after the Maple TA tests.

Permitted Materials during Exam

Collegerama

A Maple TA trial exam is available as an example of what an exam could look like. In addition, another trial exam is organised in a real exam setting shortly before the exam. Lecture notes (open book exam) Pen, pencil, eraser and ruler or protractor No calculator (a calculator is available on the computer) No mobile phones Dictionary Yes

CIE4325 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Ocean Waves

6

Dr. M.F.S. Tissier Dr.ir. A.J.H.M. Reniers 6/0/0/0 1 1 1 2 English This course addresses the observation, analysis and prediction of wind-generated waves in the open ocean and coastal waters. The lectures start with the observation techniques, before continuing with the question of how to describe these seemingly random motions of the sea, which we call waves. Two techniques are introduced: a statistical description and a spectral technique. This, in its turn, is followed by the linear theory of surface gravity waves (as they are formally called). This theory gives the interrelation between physical characteristics as the surface motion, the wave-induced pressure in the water and the motion of water particles. It beautifully supplements the concept of the spectrum. Initially, the lectures treat only open-water aspects of the linear theory, in other words, deep-water conditions without currents or a coast. This provides, together with the spectral description of the waves, the introduction to the energy balance of waves in oceanic waters. Sources and sinks are added to this balance, to represent the generation (by wind), the interactions amongst the waves themselves (wave-wave interactions) and the dissipation of the waves (by white-capping). The second part of the course focuses on wave transformation in coastal waters, and therefore on the effects of sea bottom topography and currents (shoaling, refraction, diffraction, reflection, surf breaking). At the end of this course, you should be able to: Describe the different observation techniques of wind-generated waves and their limitations; Explain the rationale behind the definition and computation of the wave spectrum and calculate spectral wave characteristics; Characterize wind-generated waves in a statistical framework; Explain the physical processes driving wave transformation in oceanic and coastal waters and evaluate which processes dominate in a given situation; Calculate the evolution of wind-generated waves in oceanic and coastal waters; Lectures and homework assignments. Completion of the homework assignments is strongly recommended but not compulsory. These assignments are of two types: - "traditional" assignments that consist of short problems assessed online using MapleTA (online assessment system), - computer assignments involving programming using Matlab or Python (two versions of the assignments will be available). Some support for the computer assignments will be provided during two computer labs (see details in course guide on Blackboard). Written exam Basic knowledge of fluid mechanics and mathematics. Prior experience with programming using Matlab or Python is recommended for the computer assignments. Analysis, problem solving and critical thinking skills Waves in Oceanic and Coastal Waters by Leo H. Holthuijsen (Cambridge University Press). Lecture slides. Examples of old exams. Homework assignments. The final grade is determined by the written exam. Pocket calculator or graphical calculator without communication options (use of word processing in the graphical calculator forbidden). No book, no notes. An A4 formula sheet will be provided (last page of the exam questions). Yes

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CIE5304 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Waterpower Engineering

3

J.D. Bricker 0/0/0/4 4 4 Different, to be announced English The principles and practice of hydropower engineering is introduced in this course. Focus is on design of dam, diversion, and run of river powerplants, including the civil (structural, geotech, hydraulic), mechanical (turbines), and electrical (generation) components of these facilities. Newer technologies to be introduced in this course include low-head hydro, small hydro, inconduit pressure recovery hydro, hydrokinetic power, pumped hydro storage, tidal barrages, and osmotic electricity generation. Technologies applicable further offshore (tidal kinetic and wave power) will be discussed briefly, but are not a deep focus of this course because offshore technologies are now covered in depth in the course Ocean Energy (OE44075). A major component of the course evaluation will be a group design project. 1. General introduction: Energy sources; historical, present and future production and consumption. Electricity generation and the contribution of hydro power engineering; the hydraulic engineering works required for energy production and storage; Economics of hydropower: principles, contribution by the civil engineer, parameters of interest; Hydro power from rivers; Siting and type of structures required, some basic formulas and definitions; Hydro power from the sea; energy generation by making use of tidal levels and streams, waves and osmosis; 2. Principles of water turbines: types, field of application, calculations; Gates and valves in hydropower projects; 3. High head power plants; 4. Hydro power from reservoirs; Multipurpose functions, which sometimes clash in the operational stage; Multiple aspects of reservoirs: technical, economical, but social and environmental as well; Hydrology and reservoir operation; Spillways and outlet works in reservoirs; Earth and rock fill dams (=embankment dams); Concrete dams: gravity dams, arch dams and buttress dams; Foundations of dams on rock; 5. Run-of-river plants and water conveyance structures; 6. Small hydro and in-conduit pressure recovery hydropower. 6. Pumped storage plants, potential use in the Netherlands and abroad; 7. Osmosis power plants; 8. Tidal power plants / tidal barrages e.g. La Rance and Brouwersdam;

Study Goals

After the course the student is able to: - oversee and understand the principles of hydro power based energy generation and storage; - estimate the potential of methods proposed to generate hydro power; - produce a conceptual design of a specific hydro power structure taking into account local and global environmental parameters; - judge about the technical and economical feasibility of hydro power projects, especially the feasibility of recently completed projects or developed proposals for new techniques.

Education Method Assessment Remarks Expected prior Knowledge Academic Skills Literature & Study Materials

Lectures and a design exercise. During the oral examination students have to defend the design they prepared in the exercise and answer more general questions on the principles and characteristics of Water Power Engineering (theory from the lectures and in-class exercises). Please register on Brightspace to accept all announcements from this course! Fluid mechanics, Open channel flow, Hydraulic structures, Geotechnical engineering Basic numerical analysis (excel, python, Matlab, etc). Optional lecture notes 'Water Power Engineering, Principles and Characteristics'. Hardcopy can be purchased at the VSSDoffice, but PDF will be made available via BrightSpace. Other optional lecturenote(s)/textbook(s): 1. The engineering of Large Dams, H.H. Thomas (2 volumes) 2. Low Head and High Head Power Plants, E. Mosony (3 volumes) 3. The analysis of tidal stream power, Jack Hardisty, ISBN 978-0-470-72451-4, 2009.

Judgement Permitted Materials during Exam Collegerama

Handouts, e.g. ppt's and pdf's of lecture material or interesting background or specialist articles, will be put on BrightSpace. Project report and final oral exam. Project report. No

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CIE5310 Responsible Instructor Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Expected prior knowledge Summary

Course Contents

Study Goals Education Method Literature and Study Materials

Assessment Expected prior Knowledge Academic Skills Literature & Study Materials Judgement Permitted Materials during Exam Collegerama

Probabilistic Design in Hydraulic Engineering

3

Dr.ir. O. Morales Napoles Dr.ir. O. Morales Napoles 0/0/0/4 4 4 Different, to be announced English CIE5310 uses concepts from CTB2200 and CIE4130 CIE5310 tackles as main subjects the use of 1) multivariate probability distributions, 2) structured expert judgments, 3) extreme value probability distributions 4) maintenance theory and 5)flooding probabilities. The context is in civil engineering in general, and particularly in hydraulic engineering. Lectures where the theory is presented are complemented by lectures devoted exclusively to practical (computer guided) exercises. The link to practice and other subjects relevant to the course is made through a number of guest lectures. CIE5310 is a specialization course for CIE4130 with emphasis on 1) multivariate probability distributions, 2) structured expert judgments, 3) extreme value probability distributions 4) maintenance theory and 5)flooding probabilities. Furthermore in this course basic concepts connected to two courses in the MSc in Applied Mathematics: WI4050 Uncertainty and Sensitivity Analysis and WI4138 Decision Theory/Expert Judgment are introduced. Theoretical aspects of multivariate probability distributions (copulas, vines, Bayesian Networks) are presented and exemplified for applications in civil engineering. Topics related to assessing subjective probability distributions from experts, obtaining empirical control over their judgments and combining opinions based on this empirical control in a mathematically optimal way are also discussed and put to practice. The learning objectives of the course are: 1)Students will be able to analyse: a.A data set, evaluate what is an appropriate one dimensional parametric probability distribution and use it to compute probabilities. b.Data about maxima in terms of extreme value theory and return periods. c.Bivariate data in terms of three of the most common parametric models (Gaussian, Clayton and Gumbel) and evaluate which of the three is a better model for the bivariate data. d.A problem subject to uncertainty analysis using the classical model for structured expert judgment and create the appropriate design for the uncertainty analysis. 2)Students will be able to analyse and evaluate: a.Flooding probabilities of a simple dike-ring. b.Optimization of dike-ring maintenance using flooding probabilities, cost-benefit analysis and life cycle costing. 3)Students will be able to describe: a.The concept of multivariate copula and multivariate probability distributions and their use in engineering b.Basic Markov chains and gamma processes and their use in maintenance. c.Insurance options for flooding. After the course, the student has to be able to understand reliability models and risk-based optimisation theory with applications to hydraulic engineering. Lectures Papers available in blackboard. Recommended other materials: Matlab Project for statistical data analysis covering learning objectives 50% + Oral examination 50% Basic concepts of probability and statistics. Concepts from CTB2200 and CIE4130 Matlab programming will be developed as a skill. Series of papers and other documents provided by the instructors. Final project 50% of the grade. Oral exam 50% of the grade Final Project Document Yes

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CIE5313 Responsible Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Hydraulic Structures 2

3

Ir. W.F. Molenaar 0/0/0/4 4 4 Different, to be announced English Hydraulic structures 2 - CIE5313 (HS2), is a course on design of hydraulic structures, therefore the natural follow-up of the preceding course hydraulic structures 1 -CTB3355/CIE3330 (HS1). However, HS2 further deepens theories in the field of probabilistic engineerings, structural dynamics and earthquake response, besides integrating preceding courses on soil mechanics, hydraulics, concrete and steel structures. Structures dealt with in more detail: - Flood defense structures in coastal areas and inland waterways: Storm surge, flood wave and/or tsunami wave barriers - Structures for the controlled discharge of water: Weirs - Structures for cargo transfer in ports: Quays and Jetties Although hand calculations remain important, the first steps for more advanced numerical modelling will be discussed, e.g. for the analysis of gate vibration and earthquake design. Specific subjects: - Life Cycle Asset Management - Gate excitation & vibration - Hydraulic aspects; bed and bank (scour) protection - Earthquake design Special projects: - Not planned this academic year. The items under 'Special projects' and 'Specific subjects' may change from year to year.

Study Goals After this course students are able to: 1.Translate overall objectives and requirements of infrastructural projects, in the flood defense and port infrastructure field, into sound design criteria for conceptual design of the hydraulic structure using e.g. functional and operational analyses. 2.Develop preliminary conceptual designs, based on hand-calculations, into final conceptual designs using more advanced, up-to -date (computational) analysis techniques, with due consideration of: a.environmental impact, or the cost of mitigating measures, b.material economy, c.construction methods and resulting costs, d.planning and cost issues 3.Integrate/use/apply: a.safety, risk & reliability methods and probabilistic design techniques b.Life Cycle Management techniques c.selection and verification strategies for analytical, numerical, and/or physical models d.3D structural software models with non-linear features into the design of hydraulic structures. Education Method Lectures, tutorials and a design exercise by teams of two students. Lectures: During lectures, barriers & weirs, and quay walls & jetties will be described. Theories needed for design will either be introduced or further elaborated. Tutorials: During tutorials there will be some lecturing, however, the main objective will be to let students work in class, using theories or techniques previously explained, while the lecturer is available for answering questions. Preferably students will use the tutorial work immediately for the exercise. !! Bring your laptop for all the scheduled tutorials, preferably for all lectures!! Exercise: To stimulate the active use of the lectured theory, an exercise has to be completed, usually in pairs of two students. Team formation and subject selection for the exercise will start in the 1st teaching week of the 4th education period. Progress and results of the exercise will be checked roughly according the following schedule: 1st check progress on workplan:end of 2nd week / beginning of the 3rd teaching week 2nd check progress & result:end of 4th week / beginning of the 5th teaching week 3rd check draft final result:end of 6th week / beginning of the 7th teaching week. The 3 checks on progress of the Exercise have to be made and registered in order to be allowed to enter the oral exam. See Brightspace for the exact days/date & time for the progress checks and submitting results of the exercise. Assessment During the oral examination students have to defend the design they prepared in the exercise and answer more general questions on design principles and characteristics of hydraulic structures, specifically barriers & weirs and quay walls & jetties.

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Usually the defense of the exercise will be the bigger part of the exam; in smaller separate sessions the students will be questioned on theory from the lecture notes and hand-outs of the lectures. Demonstration of skills trained during exercise and tutorials will be expected (in both parts of the oral). Expected prior Knowledge Courses in fluid, soil, and structural mechanics, the B.Sc. and M.Sc. follow up courses, more specific: CTB3355/CIE3330 Hydraulic Structures 1 CIE4130 Probabilistic design CIE3109-09Structural Mechanics 4 CIE4140 Structural Dynamics CIE4170 Construction Technology Civil Engineering Structures have to be completed or studied sufficiently before taking the course Hydraulic Structures 2. Recommended are the following courses: CIE5260Structural Response to Earthquakes CIE3330 Concrete Structures 2 CIE4160Prestressed Concrete CIE4420Principles of Geohydrology CIE5308Breakwaters and Closure Dams CIE5310Probabilistic Design in Hydraulic Engineering CIE5314Flood Defences Academic Skills Would Plato, Archimedes, Huygens, Newton, Bernoulli, Laplace, Poisson, or any other classic scientists have felt the same need to advertise academic skills? Literature & Study Materials

Lecture notes and Handouts will be available digitally on Brightspace. Recommended literature: Quay walls, SBRCURnet Publication 211E, Balkema, Leiden the Netherlands, ISBN 978-1-138-00023-0 Several PIANC reports/publications are relevant for this course; see Brightspace for further info.

Judgement The final/resulting course grade is fully determined by the grade for the oral exam. Permitted Materials during Exam Collegerama

During the oral exam the only written information source that can be used is the report of the Exercise (besides pencil, paper, ruler, eraser etc.). It is advised to bring one hard-copy of the (final) exercise report. No

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CIE5314 Responsible Instructor Instructor Contact Hours / Week x/x/x/x Education Period Start Education Exam Period Course Language Course Contents

Study Goals

Education Method Literature and Study Materials

Assessment

Contact

Expected prior Knowledge Academic Skills

Literature & Study Materials

Judgement Permitted Materials during Exam Collegerama

Flood Defences

3

Ir. J.P. van den Bos Prof.dr.ir. S.N. Jonkman 0/0/0/4 4 4 Different, to be announced English Basics of flood defences: objectives, types, failure modes Flood risk assessment: failure probabilities, consequence analysis, risk quantification and reliability based design Hydraulic boundary conditions Failure modes and designing for failure modes: Overtopping, revetments, piping, stability (including exercises for relevant failure modes) Safety assessment (toetsing in Dutch), design, management and maintenance Planning, construction and execution aspects of flood defences Other topics: - International context and failure cases (e.g. New Orleans, Germany) - Recent developments, e.g. multifunctional flood defences and other integrated solutions. Students should be able To explain the principles, objectives and types of flood defences and their functioning; construction aspects, failure modes and risk assessment and the societal context; To perform a risk assessment and make a conceptual design of flood defence systems; To apply (basics of) relevant methods and models for design and safety assessment Lectures and exercise(s) Obligatory lecture note(s)/textbook(s): - Lecture notes "Flood Defences", will be made available on blackboard. - Relevant background materials will be provided on blackboard - Lecture slides are part of the study and examination materials - Exercise: this will be a case study on safety assessment and design of measures for a dike. Time to be spent on the exercise is about 2 - 4 days. Exercise can be done in groups of 2. - Oral exam, in groups of 2 (can only be taken after adequately completing the exercise) Contact: J. van den Bos: [email protected] S.N. Jonkman: [email protected] For practical and logistical matters, contact mr Stephan Rikkert ([email protected]) BsC civil engineering or equivalent, esp. general hydraulic and geotechnical engineering - basic analysis and computer skills - critical thinking and systems approach (covering hydraulic, geotechnical and structural aspects of flood defences, as well as aspects related to the safety and societal context) Obligatory lecture note(s)/textbook(s): - Manual flood defences (Waterkeringen), will be made available on blackboard. - Relevant background materials will be provided on blackboard - Lecture slides are part of the study and examination materials The evaluation and marking of this course is based on the performance during the oral exam. The exercise is only graded as either "pass" or "fail", and a "pass" is required in order to be allowed to participate in the oral exam. no written materials permitted or needed during the exam. Yes

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Prof.dr.ir. S.G.J. Aarninkhof Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 85487 23.HG 3.69

Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 85487 23.HG 3.69

Dr.ir. R. Abspoel Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering

Telephone Room

+31 15 27 85358 23.S2 2.54

Dr. K. Anupam Unit Department

Civiele Techniek & Geowetensch Pavement Engineering

Telephone Room

+31 15 27 82394 23.HG 6.60

Dr.ir. A. Blom Unit Department

Civiele Techniek & Geowetensch RP&W and Dredging Engineering

Telephone Room

+31 15 27 85064 23.S3.00.100

Ir. J.P. van den Bos Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 84740 23.HG 3.76

Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Telephone Room

+31 15 27 84740 23.HG 3.76

Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 84740 23.HG 3.76

Ir. J. Bosboom Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 84606 23.HG 3.66

Dr.ir. C.R. Braam Unit Department

Civiele Techniek & Geowetensch Concrete Structures

Telephone Room

+31 15 27 82779 23.S2 2.06

Prof.dr.ir. K. van Breugel Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 84954 23.HG 6.25

Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 84954 23.HG 6.25

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J.D. Bricker Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Telephone

+31 15 27 83187

O. Copuroglu Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 81827 23.HG 6.03

Dr.ir. K.N. van Dalen Unit Department

Civiele Techniek & Geowetensch Dynamics of Structures

Telephone Room

+31 15 27 88388 23.HG 6.61

Prof.dr.ir. S.M.J.G. Erkens Unit Department

Civiele Techniek & Geowetensch Support Bouw

Telephone Room

+31 15 27 85949 23.S2 2.25

Unit Department

Civiele Techniek & Geowetensch Pavement Engineering

Telephone Room

+31 15 27 85949 23.S2 2.25

Dr.ir. M.A.N. Hendriks Unit Department

Civiele Techniek & Geowetensch Structural Mechanics

Telephone Room

+31 15 27 86988 23.HG 6.70

Prof.dr. M.A. Hicks Unit Department

Civiele Techniek & Geowetensch Geoscience & Engineering

Telephone Room

+31 15 27 87433 23.KG 00.060

Dr.ir. B. Hofland Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Telephone Room

+31 15 27 85067 23.HG 3.88

Unit Department

Civiele Techniek & Geowetensch Environmental Fluid Mech.

Telephone Room

+31 15 27 85067 23.HG 3.88

Dr.ir. P.C.J. Hoogenboom Unit Department

Civiele Techniek & Geowetensch Structural Mechanics

Telephone

+31 15 27 88081

Prof.ir. A.Q.C. van der Horst Unit Department

Civiele Techniek & Geowetensch Integral Design & Management

Telephone Room

+31 15 27 87014 23.S2 2.04

Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering

Telephone Room

+31 15 27 87014 23.S2 2.04 Page 78 of 83

Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering

Telephone Room

+31 15 27 87014 23.S2 2.04

Ir. L.J.M. Houben Unit Department

Civiele Techniek & Geowetensch Pavement Engineering

Telephone Room

+31 15 27 84917 23.S2 2.27

Dr. H.M. Jonkers Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 82313 23.HG 6.21

Unit Department

Technische Natuurwetenschappen BT/Milieubiotechnologie

Telephone Room

+31 15 27 82313 23.HG 6.21

Prof.dr.ir. S.N. Jonkman Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Telephone Room

+31 15 27 85278 23.HG 3.73.1

Unit Department

Civiele Techniek & Geowetensch Waterbouwkunde

Telephone Room

+31 15 27 85278 23.HG 3.73.1

Ir. C. Kasbergen Unit Department

Civiele Techniek & Geowetensch Pavement Engineering

Telephone Room

+31 15 27 82729 23.HG 6.52

Dr.ir. D.A. Koleva Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 87451 23.HG 6.06.3

Dr. M.H. Kolstein Unit Department

Civiele Techniek & Geowetensch Steel & Composite Structures

Telephone

+31 15 27 84005

Unit Department

Civiele Techniek & Geowetensch Steel & Composite Structures

Telephone

+31 15 27 84005

Dr.ir. R.J. Labeur Unit Department

Civiele Techniek & Geowetensch Environmental Fluid Mech.

Telephone

+31 15 27 85069

Ir. P. Lagendijk Unit Department

Civiele Techniek & Geowetensch Concrete Structures

Telephone

+31 15 27 81221

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Prof.dr. Z. Li Unit Department

Civiele Techniek & Geowetensch Railway Engineering

Telephone Room

+31 15 27 82325 23.S2 2.36

Unit Department

Civiele Techniek & Geowetensch Pavement Engineering

Telephone Room

+31 15 27 87918 23.S2 2.26

Dr. X. Liu

Dr. M. Lukovic Unit Department

Civiele Techniek & Geowetensch Concrete Structures

Telephone

+31 15 27 82320

Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone

+31 15 27 82320

Unit Department

Civiele Techniek & Geowetensch Lab Micromechanica

Telephone

+31 15 27 82320

Dr. V.L. Markine Unit Department

Civiele Techniek & Geowetensch Railway Engineering

Telephone Room

+31 15 27 83206 23.S2 2.33

F.P. van der Meer Unit Department

Civiele Techniek & Geowetensch Structural Mechanics

Telephone Room

+31 15 27 85918 23.HG 6.38

Prof.dr. A. Metrikine Unit Department

Civiele Techniek & Geowetensch Offshore Engineering

Telephone Room

+31 15 27 84749 23.HG 6.59

Unit Department

Civiele Techniek & Geowetensch Engineering Structures

Telephone Room

+31 15 27 84749 23.HG 6.59

Ir. W.F. Molenaar Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Telephone Room

+31 15 27 89447 23.HG 3.75

Dr.ir. O. Morales Napoles Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Dr.ir. O. Morales Napoles Unit Department

Elektrotechn., Wisk. & Inform. Kansrekening

Ir. M.P. Nijgh Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering Page 80 of 83

Telephone Room

+31 15 27 89931 23.S2 2.60

Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering

Telephone Room

+31 15 27 89931 23.S2 2.60

Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 89931 23.S2 2.60

Unit Department

Civiele Techniek & Geowetensch Onderwijs en Studentenzaken

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+31 15 27 89931 23.S2 2.60

Prof.ir. R. Nijsse Unit Department

Bouwkunde Structural Design

Telephone Room

+31 15 27 85488 23.S2 1.36

Unit Department

Bouwkunde Structural Design

Telephone Room

+31 15 27 85488 23.S2 1.36

Unit Department

Civiele Techniek & Geowetensch Applied Mechanics

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+31 15 27 85488 23.S2 1.36

Ir. J. van Overeem Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 83813 21.3.77

Ir. S. Pasterkamp Unit Department

Civiele Techniek & Geowetensch Applied Mechanics

Telephone Room

+31 15 27 84982 23.S2 1.56

Dr. M. Pavlovic Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering

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+31 15 27 83382 23.S2 2.58

Prof.dr. R.B. Polder Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 85693 23.HG 6.04

Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 85693 23.HG 6.04

Ir. G.J.P. Ravenshorst Unit Department

Civiele Techniek & Geowetensch Bio-based Structures & Materia

Telephone Room

+31 15 27 85721 23.S2 2.57

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Dr.ir. A.J.H.M. Reniers Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Telephone Room

+31 15 27 85426 23.HG 2.93

Unit Department

Civiele Techniek & Geowetensch Environmental Fluid Mech.

Telephone Room

+31 15 27 85426 23.HG 2.93

Unit Department

Civiele Techniek & Geowetensch Vloeistofmechanica

Telephone Room

+31 15 27 85426 23.HG 2.93

Dr. A. Scarpas Unit Department

Civiele Techniek & Geowetensch Pavement Engineering

Telephone Room

+31 15 27 84017 23.S2 2.30

Prof.dr.ir. H.E.J.G. Schlangen Unit Department

Civiele Techniek & Geowetensch Materials & Environment

Telephone Room

+31 15 27 86535 23.HG 6.25

Prof.dr.ir. L.J. Sluijs Unit Department

Civiele Techniek & Geowetensch Mater. Mecha. Manag. Design

Telephone Room

+31 15 27 82728 23.HG 6.49

Dr.ir. M.J.M.M. Steenbergen Unit Department

Civiele Techniek & Geowetensch Railway Engineering

Telephone Room

+31 15 27 83385 23.S2 2.32

Dr.ing. M.J.F. Stive Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Room

23.HG 3.69

Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Room

23.HG 3.69

Unit Department

Civiele Techniek & Geowetensch Coastal Engineering

Room

23.HG 3.69

Dr. M.F.S. Tissier Unit Department

Civiele Techniek & Geowetensch Environmental Fluid Mech.

Telephone Room

+31 15 27 85122 23.HG 2.92

Dr.ir. C. van der Veen Unit Department

Civiele Techniek & Geowetensch Concrete Structures

Telephone Room

+31 15 27 84577 23.S2 2.05

Page 82 of 83

Prof. M. Veljkovic Unit Department

Civiele Techniek & Geowetensch Steel & Composite Structures

Telephone

+31 15 27 85816

Unit Department

Civiele Techniek & Geowetensch Gebouwen en Civieltech Constr

Telephone

+31 15 27 85816

Dr.ing. M.Z. Voorendt Unit Department

Civiele Techniek & Geowetensch Hydraulic Struc & Flood Risk

Telephone Room

+31 15 27 83340 23.HG 3.76

Ir. P.A. de Vries Unit Department

Civiele Techniek & Geowetensch Str. & Building Engineering

Telephone Room

+31 15 27 84034 23.S2 2.56

Prof.ir. A.C.W.M. Vrouwenvelder Unit Department

Civiele Techniek & Geowetensch Constructiemechanica

Telephone Room

+31 15 27 84782 23.HG 6.44

Unit Department

Civiele Techniek & Geowetensch Dynamics of Structures

Telephone Room

+31 15 27 84782 23.HG 6.44

Prof.dr.ir. J. Wardenier Unit Department

Civiele Techniek & Geowetensch Steel & Composite Structures

Telephone Room

+31 15 27 85072 23.S2 2.58

Ir. J.W. Welleman Unit Department

Civiele Techniek & Geowetensch Structural Mechanics

Telephone Room

+31 15 27 84856 23.HG 6.65

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