Computers and Concrete

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Anisotropic damage modelling of biaxial behaviour and rupture of concrete structures

  • Ragueneau, F. (LMT-Cachan (ENS Cachan/CNRS/Universite Paris 6/UniverSud Paris)) ;
  • Desmorat, R. (LMT-Cachan (ENS Cachan/CNRS/Universite Paris 6/UniverSud Paris)) ;
  • Gatuingt, F. (LMT-Cachan (ENS Cachan/CNRS/Universite Paris 6/UniverSud Paris))
  • Received : 2007.11.01
  • Accepted : 2008.04.01
  • Published : 2008.08.25
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Abstract

This paper deals with damage induced anisotropy modeling for concrete-like materials. A thermodynamics based constitutive relationship is presented coupling anisotropic damage and elasticity, the main idea of the model being that damage anisotropy is responsible for the dissymmetry tension/compression. A strain written damage criterion is considered (Mazars criterion extended to anisotropy in the initial model). The biaxial behavior of a family of anisotropic damage model is analyzed through the effects of yield surface modifications by the introduction of new equivalent strains.

Keywords

References

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