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    A Rate-Dependent Stress-Strain Relationship for Sea Ice

    Source: Journal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 001::page 2
    Author:
    Y. S. Wang
    DOI: 10.1115/1.3230871
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A one-dimensional rate-sensitive stress-strain relationship is developed to describe the uniaxial mechanical behavior in compression for sea ice. It is a one-term, nonlinear model and is simpler in form than the nonlinear models proposed by other investigators. It contains four independent constants that are determined by experimental data. This model can describe the behavior of sea ice very well under constant strain rate loading, constant stress rate loading and creep loading conditions. In particular, it describes the following features of sea behavior: 1 the increase in ice strength with strain rate and with stress rate; 2 the increase in strain-softening effects with strain rate; 3 the relative difference between the strengths obtained by constant stress rate and constant strain rate tests; 4 the rate dependence of ice stiffness; 5 primary, secondary, and tertiary creep, where the duration and rate depend on the applied stress level. This paper presents the proposed rate-sensitive stress-strain relationship and discusses its behavior under various loading conditions. A set of coefficients has been selected to compare with test results under constant strain rates. Agreement between predicted and observed stress-strain behaviors is very good. Predicted behavior under constant stress rate and creep are also presented.
    keyword(s): Stress-strain relations , Sea ice , Stress , Creep , Ice , Mechanical behavior , Compression , Stiffness AND Seas ,
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      A Rate-Dependent Stress-Strain Relationship for Sea Ice

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    http://yetl.yabesh.ir/yetl1/handle/yetl/96980
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    contributor authorY. S. Wang
    date accessioned2017-05-08T23:15:19Z
    date available2017-05-08T23:15:19Z
    date copyrightMarch, 1983
    date issued1983
    identifier issn0195-0738
    identifier otherJERTD2-26389#2_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96980
    description abstractA one-dimensional rate-sensitive stress-strain relationship is developed to describe the uniaxial mechanical behavior in compression for sea ice. It is a one-term, nonlinear model and is simpler in form than the nonlinear models proposed by other investigators. It contains four independent constants that are determined by experimental data. This model can describe the behavior of sea ice very well under constant strain rate loading, constant stress rate loading and creep loading conditions. In particular, it describes the following features of sea behavior: 1 the increase in ice strength with strain rate and with stress rate; 2 the increase in strain-softening effects with strain rate; 3 the relative difference between the strengths obtained by constant stress rate and constant strain rate tests; 4 the rate dependence of ice stiffness; 5 primary, secondary, and tertiary creep, where the duration and rate depend on the applied stress level. This paper presents the proposed rate-sensitive stress-strain relationship and discusses its behavior under various loading conditions. A set of coefficients has been selected to compare with test results under constant strain rates. Agreement between predicted and observed stress-strain behaviors is very good. Predicted behavior under constant stress rate and creep are also presented.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Rate-Dependent Stress-Strain Relationship for Sea Ice
    typeJournal Paper
    journal volume105
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3230871
    journal fristpage2
    journal lastpage5
    identifier eissn1528-8994
    keywordsStress-strain relations
    keywordsSea ice
    keywordsStress
    keywordsCreep
    keywordsIce
    keywordsMechanical behavior
    keywordsCompression
    keywordsStiffness AND Seas
    treeJournal of Energy Resources Technology:;1983:;volume( 105 ):;issue: 001
    contenttypeFulltext
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