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    Field-Scale In-Situ Compliance of Arctic First-Year Sea Ice

    Source: Journal of Cold Regions Engineering:;1998:;Volume ( 012 ):;issue: 002
    Author:
    R. M. Adamson
    ,
    J. P. Dempsey
    DOI: 10.1061/(ASCE)0887-381X(1998)12:2(52)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental results and analysis of the creep recovery and cyclic loading crack-opening-displacement measurements recorded on level first-year sea ice at Barrow, Alaska. This was the third of a three-trip program to track the seasonal evolution of the mechanical and physical properties of first-year S2 sea ice. Seven large-scale in-situ experiments were completed covering a size range of 1:30 with the largest test having dimensions of 30 m × 30 m. The creep recovery response from the largest test specimen is examined in this paper to determine the compliance of a precracked square-plate test geometry via a nonlinear viscoelastic/viscoplastic formulation. This model is then applied to the cyclic loading, and a monotonic ramp to fracture, to quantify its ability to predict the behavior for a variety of loading paths.
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      Field-Scale In-Situ Compliance of Arctic First-Year Sea Ice

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    contributor authorR. M. Adamson
    contributor authorJ. P. Dempsey
    date accessioned2017-05-08T21:13:57Z
    date available2017-05-08T21:13:57Z
    date copyrightJune 1998
    date issued1998
    identifier other%28asce%290887-381x%281998%2912%3A2%2852%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43656
    description abstractThis paper presents the experimental results and analysis of the creep recovery and cyclic loading crack-opening-displacement measurements recorded on level first-year sea ice at Barrow, Alaska. This was the third of a three-trip program to track the seasonal evolution of the mechanical and physical properties of first-year S2 sea ice. Seven large-scale in-situ experiments were completed covering a size range of 1:30 with the largest test having dimensions of 30 m × 30 m. The creep recovery response from the largest test specimen is examined in this paper to determine the compliance of a precracked square-plate test geometry via a nonlinear viscoelastic/viscoplastic formulation. This model is then applied to the cyclic loading, and a monotonic ramp to fracture, to quantify its ability to predict the behavior for a variety of loading paths.
    publisherAmerican Society of Civil Engineers
    titleField-Scale In-Situ Compliance of Arctic First-Year Sea Ice
    typeJournal Paper
    journal volume12
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1998)12:2(52)
    treeJournal of Cold Regions Engineering:;1998:;Volume ( 012 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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