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dc.contributor.authorShun-ying Ji
dc.contributor.authorAn-liang Wang
dc.contributor.authorJie Su
dc.contributor.authorQian-jin Yue
dc.date.accessioned2017-05-08T21:41:16Z
dc.date.available2017-05-08T21:41:16Z
dc.date.copyrightDecember 2011
dc.date.issued2011
dc.identifier.other%28asce%29cr%2E1943-5495%2E0000044.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/59378
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Studies on Elastic Modulus and Flexural Strength of Sea Ice in the Bohai Sea
dc.typeJournal Paper
dc.journal.volume25
dc.journal.issue4
dc.journal.titleJournal of Cold Regions Engineering
dc.identifier.doi10.1061/(ASCE)CR.1943-5495.0000035
dc.treeJournal of Cold Regions Engineering:;2011:;Volume ( 025 ):;issue: 004
dc.contenttypeFulltext


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