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We are aiming for an incremental return to campus in accordance with guidelines provided by NSW Health and the Australian Government. Until this time, learning activities and assessments will be planned and scheduled for online delivery where possible, and unit-specific details about face-to-face teaching will be provided on Canvas as the opportunities for face-to-face learning become clear.

We are currently working to resolve an issue where some unit outline links are unavailable. If the link to your unit outline does not appear below, please use the link in your Canvas site. If no link is available on your Canvas site, please contact your unit coordinator.

Unit of study_

CIVL5269: Advanced Concrete Structures

This Unit reviews the fundamental concepts of 'elastic' behaviour of reinforced concrete structures and introduces models of behaviour and methods of analysis related to the time-dependent effects of creep and shrinkage (at service loads). This Unit also examines the non-linear (strain-softening) behaviour of reinforced concrete and the related effects concerning the strength of statically-indeterminate reinforced concrete structures. In particular, this Unit examines the concepts of ductility, moment-redistribution and plastic design (for beams and slabs). Strut-and-tie modelling of reinforced concrete members is also described. Design guidelines will reflect requirements of the Australian Standards and Eurocodes. This Unit will provide students with the following knowledge and skills: understanding of the fundamental concepts and theoretical models concerning the time-dependent structural effects of concrete creep and shrinkage; ability to carry out calculations to estimate 'elastic' load-effects (stresses/strains/deformations) for reinforced concrete structures (at service loads), accounting for the time-dependent effects of concrete creep and shrinkage; understanding of the fundamental concepts and theoretical models of the strain-softening behaviour of reinforced concrete (in flexure); understanding of the fundamental concepts and numerical models of ductility and moment redistribution for reinforced concrete beams; ability to quantitatively assess the ductility and moment-redistribution capacity of reinforced concrete beams; understanding of the fundamental concepts and numerical models of plastic behaviour and design for reinforced concrete beams and slabs (including yield-line analysis); ability to determine the ultimate plastic load-carrying capacity of statically-indeterminate reinforced-concrete beams and slabs; ability to use strut-and-tie models of reinforced concrete behaviour.

Code CIVL5269
Academic unit Civil Engineering
Credit points 6
Prerequisites:
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CIVL3205 OR CIVL9205
Corequisites:
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None
Prohibitions:
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None

At the completion of this unit, you should be able to:

  • LO1. demonstrate design and problem-solving skills required to carry out design tasks that could be assigned to a graduate engineer
  • LO2. analyse and design flat slabs/flat plates, retaining walls, footings, deep beams, and frames
  • LO3. perform reinforced concrete design calculations to be carried out by a graduate engineer
  • LO4. understand the science and engineering fundamentals that provide the foundation for current models of reinforced concrete behaviour, and current methods of analysis and design.

Unit outlines

Unit outlines will be available 2 weeks before the first day of teaching for 1000-level and 5000-level units, or one week before the first day of teaching for all other units.

There are no unit outlines available online for previous years.