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    A Uniaxial Nonlinear Viscoelastic Constitutive Relation for Ice

    Source: Journal of Energy Resources Technology:;1986:;volume( 108 ):;issue: 002::page 156
    Author:
    B. D. Harper
    DOI: 10.1115/1.3231255
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present paper concerns the description of uniaxial deformation and failure of ice in uniaxial compression in terms of a nonlinear viscoelastic constitutive theory. The constitutive model incorporates explicit dependence upon micro-structural defect growth and assumes the form of a so-called modified superposition integral contaiing a linear kernel which depends only upon time. This last feature will greatly simplify the task of experimentally characterizing the various material properties which appear in the theory. The existence of correspondence principles for the model will also facilitate the solution of practical boundary value problems. Predictions based upon this model will be shown to agree qualitatively with experimental results for creep (constant stress) and strength (constant strain-rate) tests on ice. In addition, specific empirically deduced relationships between stress, strain, strain-rate and time at certain critical points in these standard tests will be shown to result directly from the constitutive theory as special cases.
    keyword(s): Ice , Stress , Materials properties , Constitutive equations , Deformation , Creep , Boundary-value problems , Compression AND Failure ,
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      A Uniaxial Nonlinear Viscoelastic Constitutive Relation for Ice

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    http://yetl.yabesh.ir/yetl1/handle/yetl/101043
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    contributor authorB. D. Harper
    date accessioned2017-05-08T23:22:17Z
    date available2017-05-08T23:22:17Z
    date copyrightJune, 1986
    date issued1986
    identifier issn0195-0738
    identifier otherJERTD2-26411#156_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/101043
    description abstractThe present paper concerns the description of uniaxial deformation and failure of ice in uniaxial compression in terms of a nonlinear viscoelastic constitutive theory. The constitutive model incorporates explicit dependence upon micro-structural defect growth and assumes the form of a so-called modified superposition integral contaiing a linear kernel which depends only upon time. This last feature will greatly simplify the task of experimentally characterizing the various material properties which appear in the theory. The existence of correspondence principles for the model will also facilitate the solution of practical boundary value problems. Predictions based upon this model will be shown to agree qualitatively with experimental results for creep (constant stress) and strength (constant strain-rate) tests on ice. In addition, specific empirically deduced relationships between stress, strain, strain-rate and time at certain critical points in these standard tests will be shown to result directly from the constitutive theory as special cases.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Uniaxial Nonlinear Viscoelastic Constitutive Relation for Ice
    typeJournal Paper
    journal volume108
    journal issue2
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231255
    journal fristpage156
    journal lastpage160
    identifier eissn1528-8994
    keywordsIce
    keywordsStress
    keywordsMaterials properties
    keywordsConstitutive equations
    keywordsDeformation
    keywordsCreep
    keywordsBoundary-value problems
    keywordsCompression AND Failure
    treeJournal of Energy Resources Technology:;1986:;volume( 108 ):;issue: 002
    contenttypeFulltext
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