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contributor authorHan C. Wu
contributor authorC. Komarakulnanakorn
date accessioned2017-05-08T22:38:33Z
date available2017-05-08T22:38:33Z
date copyrightFebruary 1998
date issued1998
identifier other%28asce%290733-9399%281998%29124%3A2%28200%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84747
description abstractThe constitutive framework presented accounts for the coupling between the damage process and the plastic deformation process. The model build its basis on the thermodynamic equivalence of an actual damaged continuum and an equivalent fictitious undamaged continuum. It uses damage internal state variables that are independent of the damage measure and it uses corotational derivatives of damage descriptors. An endochronic theory is used to derive explicit equations. Two intrinsic times are used. The first intrinsic time is used to describe the plastic deformation history of a material. The second intrinsic time is used to depict the damage history. The constitutive equations of this theory are continuous without discontinuities, and the yield conditions are not needed in the numerical calculation. The proposed model is verified against reported results for one-dimensional, monotonic and cyclic loading of concrete and mortar specimens subjected to uniaxial tension and compression.
publisherAmerican Society of Civil Engineers
titleEndochronic Theory of Continuum Damage Mechanics
typeJournal Paper
journal volume124
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1998)124:2(200)
treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 002
contenttypeFulltext


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