Civil Engineering Association

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Structural performance of reinforced concrete

Author: TRL | Size: 4.19 MB | Format: PDF | Year: 1991 | pages: 79


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Abstract
The specification for this research work was to establish the effects of alkali-silica reaction (ASR) on bending, shear torsional and compressive modes of failure and to establish the development of internal strains and cracking. Phase 2 of the project was a series of tests dealing with the effect of ASR on various failure modes. This report presents the results of the work carried out in Phase 2 and discusses their implications for the assessment of structures affected by ASR.

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Structural performance of reinforced concrete

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