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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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