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contributor authorDenis Breysse
date accessioned2017-05-08T22:33:48Z
date available2017-05-08T22:33:48Z
date copyrightJuly 1990
date issued1990
identifier other%28asce%290733-9399%281990%29116%3A7%281489%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82697
description abstractA model is proposed with a probabilistic evolution of damage in the material. The constitutive law is built through the development of a two‐level approach. The micro‐level is assumed to be constituted of elastic‐brittle springs whose strength follows a probabilistic distribution. The representative macro‐volume of material contains a given number of these elementary defects and its damage (loss of elastic properties) is computed from the knowledge of the local states. The macro‐behavior results from the interactions between all the micro‐defects. The model may be considered as representative of the behavior of brittle and almost brittle materials. It exhibits scattering and size effect. A Weibull distribution law is assumed for the local probabilities of failure and a parallel loose bundle connects the micro‐defects. These simple hypotheses lead to analytical expressions of the probabilistic constitutive law. The approach developed appears as an intermediate model between continuous damage mechanics and probabilistic brittle fracture. The knowledge of a single parameter
publisherAmerican Society of Civil Engineers
titleProbabilistic Formulation of Damage‐Evolution Law of Cementitious Composites
typeJournal Paper
journal volume116
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1990)116:7(1489)
treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 007
contenttypeFulltext


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