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    Uniaxial Constant Compressive Stress Creep Tests on Sea Ice

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 004::page 283
    Author:
    N. K. Sinha
    ,
    C. Zhan
    ,
    E. Evgin
    DOI: 10.1115/1.2827235
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: First-year columnar-grained sea ice from Resolute Passage (74° 42′ N, 94° 50′ W), off Barrow Strait in the Canadian High Arctic, was tested under constant uniaxial compressive stress applied normal to the length of the columns. Creep tests were performed at 263 K, 253 K, and 243 K in the stress range of 0.7 to 2.5 MPa, using prismatic samples with dimensions of 50 mm × 100 mm × 250 mm. Because three-dimensional creep data are extremely useful for developing constitutive equations, axial strain was measured in conjunction with the measurements of two lateral strains and acoustic emissions. The deformations were measured using displacement gages mounted on the samples. A description of the experimental procedures and the observations are presented here. One-to-one correspondence has been obtained between the present results on the dependence of minimum creep rate on stress and previous data on the dependence of uniaxial compressive strength on strain rate under constant strain rate. The strain-rate sensitivity of compressive strength can, therefore, be obtained from creep tests which can be performed by using simple dead-load test systems.
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      Uniaxial Constant Compressive Stress Creep Tests on Sea Ice

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/115783
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorN. K. Sinha
    contributor authorC. Zhan
    contributor authorE. Evgin
    date accessioned2017-05-08T23:48:03Z
    date available2017-05-08T23:48:03Z
    date copyrightNovember, 1995
    date issued1995
    identifier issn0892-7219
    identifier otherJMOEEX-28103#283_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115783
    description abstractFirst-year columnar-grained sea ice from Resolute Passage (74° 42′ N, 94° 50′ W), off Barrow Strait in the Canadian High Arctic, was tested under constant uniaxial compressive stress applied normal to the length of the columns. Creep tests were performed at 263 K, 253 K, and 243 K in the stress range of 0.7 to 2.5 MPa, using prismatic samples with dimensions of 50 mm × 100 mm × 250 mm. Because three-dimensional creep data are extremely useful for developing constitutive equations, axial strain was measured in conjunction with the measurements of two lateral strains and acoustic emissions. The deformations were measured using displacement gages mounted on the samples. A description of the experimental procedures and the observations are presented here. One-to-one correspondence has been obtained between the present results on the dependence of minimum creep rate on stress and previous data on the dependence of uniaxial compressive strength on strain rate under constant strain rate. The strain-rate sensitivity of compressive strength can, therefore, be obtained from creep tests which can be performed by using simple dead-load test systems.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleUniaxial Constant Compressive Stress Creep Tests on Sea Ice
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2827235
    journal fristpage283
    journal lastpage289
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 004
    contenttypeFulltext
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