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contributor authorYunping Xi
contributor authorMorteza Eskandari-Ghadi
contributor authorSuwito
contributor authorStein Sture
date accessioned2017-05-08T22:40:46Z
date available2017-05-08T22:40:46Z
date copyrightNovember 2006
date issued2006
identifier other%28asce%290733-9399%282006%29132%3A11%281195%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86180
description abstractA new theory of composite damage mechanics is developed. A material with damage is considered as a composite comprised of two different phases (called matrix and inclusion). Both phases are linearly elastic isotropic materials. The matrix is considered as the intact material, and the inclusion is the damaged material. Three different composite models, Voigt (parallel), Reuss (serial), and generalized self-consistent (spherical), are introduced for three types of damage distributions. These composite models are usually used for initial tangential modulus of a composite material, here we use them for secant modulus of a distressed material. Since the parallel and the serial models represent the upper and lower bounds for stiffness of materials, the composite damage theory obtains the upper and lower bounds for postpeak stress and the level of damage for the material beyond the elastic limit. The spherical model is in between the two bounds. Depending on the “elastic limit” of the inclusion, the theory can be used to describe elastic perfectly plastic behavior, strain hardening, and strain softening. Two different degradations, the linear and exponential degradations of the stress–strain response curve are introduced. The two degradation models are used in two different failure surfaces, i.e., Tresca and Mohr–Coulomb failure surfaces, to predict the postpeak behavior of distressed material.
publisherAmerican Society of Civil Engineers
titleDamage Theory Based on Composite Mechanics
typeJournal Paper
journal volume132
journal issue11
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2006)132:11(1195)
treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 011
contenttypeFulltext


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