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    Constitutive Model for Ice

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 002
    Author:
    H. A. Khoo
    ,
    T. M. Hrudey
    DOI: 10.1061/(ASCE)0733-9399(1992)118:2(259)
    Publisher: American Society of Civil Engineers
    Abstract: A uniaxial constitutive model for ice is developed in which the total strain is taken to be the sum of instantaneous elastic, delayed elastic, and viscous strain components. Nonlinear behavior of selected terms in the model allow the representation of softening due to internal damage. The predictions of the uniaxial model are compared with published test results for constant strain‐rate, constant stress, and constant stress‐rate tests. The model is generalized for plane stress, and predictions are compared with published data for biaxial tests.
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      Constitutive Model for Ice

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83643
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    contributor authorH. A. Khoo
    contributor authorT. M. Hrudey
    date accessioned2017-05-08T22:36:32Z
    date available2017-05-08T22:36:32Z
    date copyrightFebruary 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A2%28259%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83643
    description abstractA uniaxial constitutive model for ice is developed in which the total strain is taken to be the sum of instantaneous elastic, delayed elastic, and viscous strain components. Nonlinear behavior of selected terms in the model allow the representation of softening due to internal damage. The predictions of the uniaxial model are compared with published test results for constant strain‐rate, constant stress, and constant stress‐rate tests. The model is generalized for plane stress, and predictions are compared with published data for biaxial tests.
    publisherAmerican Society of Civil Engineers
    titleConstitutive Model for Ice
    typeJournal Paper
    journal volume118
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:2(259)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 002
    contenttypeFulltext
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