PRESTRESSED CONCRETE BRIDGE DESIGN - 2017/8
Module code: ENGM031
Civil and Environmental Engineering
MITOULIS S Dr (Civl Env Eng)
Number of Credits
FHEQ Level 7
Module cap (Maximum number of students)
Overall student workload
Independent Study Hours: 117
Lecture Hours: 33
|Assessment type||Unit of assessment||Weighting|
|Examination||EXAM 2 HOURS||75|
Prerequisites / Co-requisites
It is desirable to have some understanding of the section analysis techniques used to determine the magnitude and direction of various kinds of stress such as shear, bending, torsion and axial stresses. A good knowledge of the type of loads that are peculiar to bridges, and their effects on bridge structures is required. In addition, understanding of various methods of analysis and their applications in bridges to calculate stresses at various sections of the bridge elements is also necessary. These concepts are covered in more detail in Module ENGM030, hence it is a co-requisite to this module.
The module concentrates on the principles of analysis and design of both pre- and post-tensioning prestressed concrete, the principal way of using concrete for bridges. Basic design principles will be covered, based on the fundamental concepts of prestressing, the materials, the anchorages and splices of tendons, the significance of bond, the degree of prestressing and the losses. Focus is placed on both the preliminary and final design of prestressed bridge superstructures, including the loading, the analysis, the detailing and the construction of prestressed superstructures. Design is in accordance with the current Eurocode 2 standards, but is also complemented with state-of-the-art knowledge. Economy and aesthetics are discussed in the module.
To promote an understanding of the principles of prestressed concrete as applied to bridges.
To promote an understanding of the designer's principal duties in relation to the construction of prestressed structures.
To promote an understanding of the load balancing method.
To promote an understanding of the section analysis used to determine the serviceability stress and deflection behaviour of prestressed concrete and the ultimate strength of bridge superstructures.
To promote an understanding of the allowable concrete stresses, losses, reactions (concordant and non-concordant).
To promote an understanding of available construction methods and responsibilities as applied to the prestressed concrete bridges.
|001||Identify appropriate prestressing methods and propose where these should be used in bridge design||KCPT|
|002||Use processes and tools for the design and analysis of prestresed concrete bridges and be able to demonstrate their appropriate use for (both simple and continuous) pre- and post- tensioned concrete bridges in accordance with the current state-of-the-art theory and codes||KCPT|
|003||Apply current design codes pertinent to prestressed concrete design||KCPT|
|004||Apply appropriate construction methods for simple and continuous prestressed concrete bridges for both externally and internally prestressed bridges.||KCPT|
|005||Synthesis of data||T|
|006||Graphical presentation of data||T|
|007||Use of word processer and spreadsheet||T|
|008||Technical report writing||T|
|009||Information retrieval skills||T|
|010||Independent learning skills||T|
C - Cognitive/analytical
K - Subject knowledge
T - Transferable skills
P - Professional/Practical skills
An introduction to the prestressing, its history, and various methods of prestressing are discussed in Unit 1. Unit 2 deals with the properties of materials used for prestressing and an introduction to the actions, and their combinations, pertinent to bridges. Ways of calculating the flexural strength of a section at the serviceability limit state are detailed in Units 3 and 4 for simple and continuous members respectively. A detailed account of possible types of prestress losses and their quantification is carried out in Unit 5. The flexural analysis and design of prestressed members at ULS are the subject of Unit 6. Unit 7 deals with the principles and design methods for shear forces in prestressed members. The effects on presstressed members resulting from method of construction and prestressing technique is dealt with in unit 8.
Many construction methods have been developed for short, medium, and long (single and multiple) span prestressed concrete bridges. These will be explained in some detail in Unit 9 and 10 and illustrated by reference to actual contracts.
Methods of Teaching / Learning
30 hrs teacher contact time (including 10 hours of tutorials), 40 hrs of assignment work (includes a prestressed concrete bridge analysis and design assignment), 68 hrs independent learning / self and Peer assessment questions.
The module will be assessed by a bridge design assignment and summative assessment, details of which are described below. At the end of each unit appropriate self assessment tasks are given for your practice about what you have learnt in that module. In most cases these will self assessed. These do not carry any marks but you are encouraged to attempt these and discuss on the solutions and problems with your peers using appropriate Surreylearn discussion forums for the units (Please see details about Surreylearn in your course handbook). There will also be peer assessments for this module.
Bridge Design Assignment
The student will be expected to design a prestressed concrete footbridge for the assignment. This is mandatory and counts for 25% of the total module marks respectively. The assignment along with its completion dates will be available through Surreylearn, hence it is expected that the students will be checking their Surreylearn module at least once a week. These should be submitted within the defined deadlines. Any late submissions will be dealt with according to the regulations defined in your course handbook.
The summative assessment will be based on a written examination paper at the end of the semester, dates for which will be notified at a later date. The exam marks counts for 75% of the total module marks.
These do not carry any marks but will give students the opportunity to get quick feedback on their work from their fellow students. This also enhances the communication skills of the students and open channels of communication between students. The students learn by carrying out the task themselves but also by looking into the same work done by others. They also gain more confidence in their understanding by highlighting good efforts and errors of their fellow students. These will be moderated through Surreylearn.
Reading list for PRESTRESSED CONCRETE BRIDGE DESIGN : http://aspire.surrey.ac.uk/modules/engm031
Programmes this module appears in
|Civil Engineering MEng||1||Optional||A weighted aggregate mark of 50% is required to pass the module|
|Structural Engineering MSc||1||Optional||A weighted aggregate mark of 50% is required to pass the module|
|Bridge Engineering MSc||1||Optional||A weighted aggregate mark of 50% is required to pass the module|
|Civil Engineering MSc||1||Optional||A weighted aggregate mark of 50% is required to pass the module|
|Infrastructure Engineering and Management MSc||1||Optional||A weighted aggregate mark of 50% is required to pass the module|
|Advanced Geotechnical Engineering MSc||1||Optional||A weighted aggregate mark of 50% is required to pass the module|
Please note that the information detailed within this record is accurate at the time of publishing and may be subject to change. This record contains information for the most up to date version of the programme / module for the 2017/8 academic year.