Integral Bridges – State-of-the-art report (AGB2003/001)
Overview
Background & policy context:
Bridges without joints or bearings, termed integral bridges, are superior to conventional bridges in various aspects. Joints and bearings are always potential weak points, and eliminating them will thus have a beneficial effect on durability and maintenance costs. Moreover, in many cases the collapse load of the entire system is improved, which is important with regards to the redundancy against unforeseen loadings.
On the other hand, integral bridges are per definition statically indeterminate structures, and temperature variations, support deformations, prestressing and long term effects will thus generally result in undesired restraint actions – particularly axial forces – difficult to quantify. Therefore, joints and bearings have until recently been arranged without further considerations.
Objectives:
The research project aims at contributing to a better understanding of the behaviour of bridges without joints or bearings, termed integral bridges, and at developing a consistent basis for the conception of integral bridges.
In a first part, the national and international state of the art shall be summarised and presented in a state-of-the-art report.
In a second, planned phase, based on the state-of-the-art report, criteria for the optimal selection of the support and joint layout shall be defined.
Methodology:
Assessment Report (Phase 1):
- Literature review / survey 75%
- Modelling 25%
Possible 2nd phase:
- Modelling
- Theoretical study
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