Anisotropic damage modelling of biaxial behaviour and rupture of concrete structures
Résumé
This paper deals with damage induced anisotropy modelling for concrete-like materials. A thermodynamics based constitutive relationship is presented coupling anisotropic damage and elasticity. The biaxial behaviour of such a model is analysed through the effects of yield surface modifications by the introduction of new equivalent strains.
Domaines
Génie civil
Origine : Fichiers produits par l'(les) auteur(s)
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