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|Title:||Modelling of the concrete compressive failure mechanism|
|Citation:||Australian Journal of Structural Engineering, 2013; 14(3):243-257|
|Publisher:||Institution of Engineers Australia|
|Y Su, C Wu and DJ Oehlers|
|Abstract:||There has been an extensive amount of research into determining the compressive stress-strain properties of concrete for design. Difficulty has arisen in quantifying the softening or descending stress-strain relationship as it has been found to depend on the size and shape of the specimen being tested as well as on the confinement and eccentricity of compressive load applied to the specimen. This difficulty has restricted the development of design rules for reinforced concrete members not only for strength but also for ductility particularly for confined members. In this paper, a meso-scale model, which divides concrete into a three phase composite material consisting of the mortar matrix, aggregate and interfacial transition zone, is used to explain and quantify the softening mechanism of concrete specimens. It is shown that this meso-scale model can both simulate the cracking patterns and deformations which are seen to occur in concrete while softening and also quantify and explain the effects of size, shape, confinement and eccentricity of load. This realistic simulation of the softening mechanism should allow a better understanding and quantification of the compressive failure mechanism of concrete which should lead to the development of better design rules particularly for confined concrete.|
|Keywords:||Concrete; Failure mechanism; ITZ; Meso-scale; Modelling|
|Rights:||© Institution of Engineers Australia, 2013.|
|Appears in Collections:||Civil and Environmental Engineering publications|
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