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contributor authorJ. Mazars
contributor authorG. Pijaudier‐Cabot
date accessioned2017-05-08T22:23:53Z
date available2017-05-08T22:23:53Z
date copyrightFebruary 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A2%28345%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79631
description abstractThis paper presents a review of the different models for concrete based on continuum damage theory, formulated at the Laboratoire de Mécanique et Technologie (Cachan, France). Derived in the framework of the thermodynamics of irreversible processes, each formulation is based on physical observation. Induced anisotropy, ductile behavior, and directional effects such as the closure of cracks are discussed and adequate damage models are proposed. Finally, the numerical implementations performed give a good description of the failure process as well as an accurate prediction of the behavior of concrete and reinforced concrete structures.
publisherAmerican Society of Civil Engineers
titleContinuum Damage Theory—Application to Concrete
typeJournal Paper
journal volume115
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:2(345)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 002
contenttypeFulltext


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