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    Experimental Studies on Elastic Modulus and Flexural Strength of Sea Ice in the Bohai Sea

    Source: Journal of Cold Regions Engineering:;2011:;Volume ( 025 ):;issue: 004
    Author:
    Shun-ying Ji
    ,
    An-liang Wang
    ,
    Jie Su
    ,
    Qian-jin Yue
    DOI: 10.1061/(ASCE)CR.1943-5495.0000035
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with measurements of the elastic modulus and the flexural strength of sea ice collected at nine sites in the Bohai Sea in the two consecutive winters of 2008–2010. Experimental results show that both elastic modulus and flexural strength increase with a decrease of brine volume and have an exponential relationship with brine volume. The elastic modulus is independent of stress rate, but the flexural strength increases linearly with the increase of stress rate. This paper presents a single-parameter (i.e., brine volume) exponential equation for the elastic modulus and a two-parameter (i.e., brine volume and stress rate) exponential equation for the flexural strength, respectively. Finally, the relationship between the elastic modulus and the flexural strength is discussed.
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      Experimental Studies on Elastic Modulus and Flexural Strength of Sea Ice in the Bohai Sea

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    contributor authorShun-ying Ji
    contributor authorAn-liang Wang
    contributor authorJie Su
    contributor authorQian-jin Yue
    date accessioned2017-05-08T21:41:16Z
    date available2017-05-08T21:41:16Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29cr%2E1943-5495%2E0000044.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59378
    description abstractThis paper deals with measurements of the elastic modulus and the flexural strength of sea ice collected at nine sites in the Bohai Sea in the two consecutive winters of 2008–2010. Experimental results show that both elastic modulus and flexural strength increase with a decrease of brine volume and have an exponential relationship with brine volume. The elastic modulus is independent of stress rate, but the flexural strength increases linearly with the increase of stress rate. This paper presents a single-parameter (i.e., brine volume) exponential equation for the elastic modulus and a two-parameter (i.e., brine volume and stress rate) exponential equation for the flexural strength, respectively. Finally, the relationship between the elastic modulus and the flexural strength is discussed.
    publisherAmerican Society of Civil Engineers
    titleExperimental Studies on Elastic Modulus and Flexural Strength of Sea Ice in the Bohai Sea
    typeJournal Paper
    journal volume25
    journal issue4
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)CR.1943-5495.0000035
    treeJournal of Cold Regions Engineering:;2011:;Volume ( 025 ):;issue: 004
    contenttypeFulltext
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