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| A constitutive modelling of concrete under confining pressure condition |
| Received:July 08, 2008 Revised:December 15, 2009 |
| View Full Text View/Add Comment Download reader |
| DOI：10.7511/jslx20106024 |
| KeyWord:concrete confining pressure state constitutive law fragile-plasticity mechanical damage |
| Author | Institution |
| 张研 |
河海大学 力学与材料学院,南京 |
| 蒋林华 |
河海大学 力学与材料学院,南京 |
| 陈达 |
河海大学 港口海岸与近海工程学院,南京 |
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| Abstract: |
| According to the present experimental result, the stress-strain relation under different confining pressures has been analyzed; based on the thermodynamics theory, a new constitutive law of concrete is established with the introduction of this modeling in detail. In this modelling, the failure function and mechanical damage criteria highly depends on the stress state. The model’s parameters are determined from conventional triaxial tests. Numerical simulation shows that this elasto-plastical damage model for concrete can well explicit the main mechanical behavior of concrete for a large range of stress and it has a good agreement with the experimental data. |