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    Rough Crack Model for Analysis of Concrete

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 005
    Author:
    H. Ronald Riggs
    ,
    Graham H. Powell
    DOI: 10.1061/(ASCE)0733-9399(1986)112:5(448)
    Publisher: American Society of Civil Engineers
    Abstract: The theory of a rough crack model for nonlinear finite element analysis of reinforced concrete is presented. The model accounts for shear dilation, degradation under cyclic loading, and other effects. The smeared crack approach is used in the derivation, but the model could also be used for discrete cracks. The concept, theory, and computational procedure are described, and examples are presented.
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      Rough Crack Model for Analysis of Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75065
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    contributor authorH. Ronald Riggs
    contributor authorGraham H. Powell
    date accessioned2017-05-08T22:14:50Z
    date available2017-05-08T22:14:50Z
    date copyrightMay 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A5%28448%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75065
    description abstractThe theory of a rough crack model for nonlinear finite element analysis of reinforced concrete is presented. The model accounts for shear dilation, degradation under cyclic loading, and other effects. The smeared crack approach is used in the derivation, but the model could also be used for discrete cracks. The concept, theory, and computational procedure are described, and examples are presented.
    publisherAmerican Society of Civil Engineers
    titleRough Crack Model for Analysis of Concrete
    typeJournal Paper
    journal volume112
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:5(448)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 005
    contenttypeFulltext
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