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contributor authorTaher M. Abu‐Lebdeh
contributor authorGeorge Z. Voyiadjis
date accessioned2017-05-08T22:21:16Z
date available2017-05-08T22:21:16Z
date copyrightJuly 1993
date issued1993
identifier other43035806.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78503
description abstractA model that combines plasticity and damage mechanics is developed to assess both multiaxial monotonic and cyclic behavior of concrete. The model adopts a bounding surface concept and combines plastic deformation with the deformation due to damage. Plastic strain components are calculated by using the plastic modulus that is a function of the distance from the current stress point to the bounding surface along the deviatoric stress direction
publisherAmerican Society of Civil Engineers
titlePlasticity‐Damage Model for Concrete under Cyclic Multiaxial Loading
typeJournal Paper
journal volume119
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1993)119:7(1465)
treeJournal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 007
contenttypeFulltext


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