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Nonlinear deformation of Three‐Component Composites
Author(s) -
Nazarenko Lidija
Publication year - 2006
Publication title -
pamm
Language(s) - English
Resource type - Journals
ISSN - 1617-7061
DOI - 10.1002/pamm.200610183
Subject(s) - isotropy , nonlinear system , materials science , composite material , deformation (meteorology) , composite number , matrix (chemical analysis) , tension (geology) , symmetry (geometry) , porosity , fracture (geology) , shear (geology) , mathematics , geometry , physics , ultimate tensile strength , quantum mechanics
The model of nonlinear deformation of stochastic composites under microdamaging is developed for the case of threecomponent composite, when the microdamages are accumulated in the matrix. The composite is treated as isotropic matrix strengthened by two different types of spheroidal inclusions with transversally‐isotropic symmetry of elastic properties. Fractured microvolumes are modeled by a system of randomly distributed quasispherical pores. The porosity balance equation and relations for determining the effective elastic modules for the case of transversally‐isotropic components are taken as basic relations. The fracture criterion is assumed to be given as the limit value of the intensity of average shear stresses occurring in the undamaged part of the material. The algorithm for determination of nonlinear deformative properties of such a material is constructed. The nonlinear stress‐strain diagrams for three‐component concrete for the case of uniaxial tension are obtained. (© 2006 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim)