This paper presents a constitutive macromechanical model for concrete in compression. The model, named the Compressive Damage Zone (CDZ) model, is based on the hypothesis of compressive failure within a zone of limited length. In this damage zone, the failure mode is a combination of distributed axíal splitting and localized deformation. Within the damage zone the post-peak behaviour is described by means of two curves, one related to the distributed splitting cracking and one to the localized deformation. The compressive strain caused by the axial splitting cracks is assumed to be proportional to the tensile fracture energy G F. It is shown through compressive tests of specimens of different length and width that the proposed failure hypothesis is realistic.
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