Author/Authors :
Egidio Rizzi and Ignacio Carol ، نويسنده , , Zden k P. Bazant، نويسنده ,
Abstract :
The paper deals with the microplane model, in which the stress-strain relations are
defined independently on planes of all possible orientations in the microstructure, and the microplane
stresses or strains are then constrained kinematically or statically to the macroscopic stress or strain
tensor. The existing formulations of the microplane constitutive model for concrete are mainly
based on the kinematic constraint. They have been shown capable of reproducing satisfactorily
most experimental results available for concrete specimens, with the advantages of great conceptual
simplicity, convenient numerical explicitness, intrinsic induced anisotropy and microcrack openingclosure
conditions, etc. However, from the theoretical viewpoint little has been said about how
these formulations relate to classical constitutive models of elasto-plasticity or continuum damage
mechanics. In this paper, a new apemu of microplane theory is achieved by systematically introducing
damage and plasticity concepts into the microplane framework. New insight is provided on
the role played by the split of the normal components, and on the role of the different possible types
of micro-macro constraint. Specific formulations are developed and discussed within the new
theoretical framework, which can be easily related to von Mises plasticity and to the existing models
based on the second and fourth-order damage tensors. 0 1997 Elsevier Science Ltd