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    Confined Compressive Strength of Horizontal First-Year Sea Ice Samples

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004::page 344
    Author:
    J. A. Richter-Menge
    DOI: 10.1115/1.2919940
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A total of 110 first-year sea ice samples from Prudhoe Bay, Alaska, were tested in unconfined and confined constant strain rate compression. All of the tests were performed in the laboratory on a closed-loop electrohydraulic testing machine at −10°C. The confined tests were performed in a conventional triaxial cell (σ1 >σ2 =σ3 ) that maintained a constant ratio between the radial and axial stress (σ2 /(σ1 )=constant) to simulate true loading conditions. Three strain rates (10−2 , 10−3 , and 10−5 /s) and three σ2 /σ1 ratios (0.25, 0.50, and 0.75) were investigated. This paper summarizes the field sampling and testing techniques and presents data on the effect of confinement on the compressive strength, initial tangent modulus, and failure strain of the ice.
    keyword(s): Compressive strength , Sea ice , Testing , Compression , Failure , Ice , Machinery , Stress AND Sampling (Acoustical engineering) ,
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      Confined Compressive Strength of Horizontal First-Year Sea Ice Samples

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    https://yetl.yabesh.ir/yetl1/handle/yetl/108964
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    contributor authorJ. A. Richter-Menge
    date accessioned2017-05-08T23:36:12Z
    date available2017-05-08T23:36:12Z
    date copyrightNovember, 1991
    date issued1991
    identifier issn0892-7219
    identifier otherJMOEEX-28078#344_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108964
    description abstractA total of 110 first-year sea ice samples from Prudhoe Bay, Alaska, were tested in unconfined and confined constant strain rate compression. All of the tests were performed in the laboratory on a closed-loop electrohydraulic testing machine at −10°C. The confined tests were performed in a conventional triaxial cell (σ1 >σ2 =σ3 ) that maintained a constant ratio between the radial and axial stress (σ2 /(σ1 )=constant) to simulate true loading conditions. Three strain rates (10−2 , 10−3 , and 10−5 /s) and three σ2 /σ1 ratios (0.25, 0.50, and 0.75) were investigated. This paper summarizes the field sampling and testing techniques and presents data on the effect of confinement on the compressive strength, initial tangent modulus, and failure strain of the ice.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleConfined Compressive Strength of Horizontal First-Year Sea Ice Samples
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.2919940
    journal fristpage344
    journal lastpage351
    identifier eissn1528-896X
    keywordsCompressive strength
    keywordsSea ice
    keywordsTesting
    keywordsCompression
    keywordsFailure
    keywordsIce
    keywordsMachinery
    keywordsStress AND Sampling (Acoustical engineering)
    treeJournal of Offshore Mechanics and Arctic Engineering:;1991:;volume( 113 ):;issue: 004
    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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