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    A Constitutive Equation for Ottawa Sand

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 003
    Author:
    R. Bloch
    ,
    F. E. Udwadia
    DOI: 10.1061/(ASCE)0733-9399(1986)112:3(238)
    Publisher: American Society of Civil Engineers
    Abstract: A five‐parameter constitutive equation for Ottawa sand at one void ratio is proposed. After an expression for the strain energy function in terms of the stretch ratios is obtained, the various constants in the constitutive relations are determined using experimental test data. The predictive capability of this constitutive model, which is obtained by using the theory of finite deformations, is demonstrated through application to different deformation fields.
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      A Constitutive Equation for Ottawa Sand

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/74887
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    contributor authorR. Bloch
    contributor authorF. E. Udwadia
    date accessioned2017-05-08T22:14:33Z
    date available2017-05-08T22:14:33Z
    date copyrightMarch 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A3%28238%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74887
    description abstractA five‐parameter constitutive equation for Ottawa sand at one void ratio is proposed. After an expression for the strain energy function in terms of the stretch ratios is obtained, the various constants in the constitutive relations are determined using experimental test data. The predictive capability of this constitutive model, which is obtained by using the theory of finite deformations, is demonstrated through application to different deformation fields.
    publisherAmerican Society of Civil Engineers
    titleA Constitutive Equation for Ottawa Sand
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:3(238)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 003
    contenttypeFulltext
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