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    Model for Cyclic Compressive Behavior of Concrete

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002
    Author:
    David Z. Yankelevsky
    ,
    Hans W. Reinhardt
    DOI: 10.1061/(ASCE)0733-9445(1987)113:2(228)
    Publisher: American Society of Civil Engineers
    Abstract: A new one‐dimensional model for random cyclic compression in concrete is developed. The model determines several geometrical loci in the uniaxial stress‐strain plane that govern the unloading‐reloading curves. The model laws for reproducing the unloading and reloading curves are presented, by which the curves may be plotted graphically with no accompanying calculations. Comparisons of the model predictions with many test results show good agreement.
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      Model for Cyclic Compressive Behavior of Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29984
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    contributor authorDavid Z. Yankelevsky
    contributor authorHans W. Reinhardt
    date accessioned2017-05-08T20:52:19Z
    date available2017-05-08T20:52:19Z
    date copyrightFebruary 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A2%28228%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29984
    description abstractA new one‐dimensional model for random cyclic compression in concrete is developed. The model determines several geometrical loci in the uniaxial stress‐strain plane that govern the unloading‐reloading curves. The model laws for reproducing the unloading and reloading curves are presented, by which the curves may be plotted graphically with no accompanying calculations. Comparisons of the model predictions with many test results show good agreement.
    publisherAmerican Society of Civil Engineers
    titleModel for Cyclic Compressive Behavior of Concrete
    typeJournal Paper
    journal volume113
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:2(228)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 002
    contenttypeFulltext
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