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    Effect of Cement Content and Curing Period on Properties of DUT-1 Synthetic Model Ice

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2003:;volume( 125 ):;issue: 004::page 288
    Author:
    Zhijun Li
    ,
    Yongxue Wang
    ,
    Xiwen Wang
    ,
    Guangwei Li
    DOI: 10.1115/1.1596237
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effects of cement content and curing period on a new synthetic model ice, DUT-1, are reported. The cement (450#) contents were 10%, 11%, 12%, 13%, 14%, 15% and 16% by dry weight of mixture material. Eight different curing periods were used: 66 h, 92 h, 115 h, 139 h, 163 h, 186 h, 211 h and 235 h. Physical and mechanical properties, such as density, compressive strength, flexural strength, and elastic modulus, were determined. The density and mechanical parameters were found to increase with increasing cement content, whereas the durations of curing period under normal air temperature resulted in increasing these properties to a maximum value, then decreasing values.
    keyword(s): Density , Cements (Adhesives) , Ice , Curing , Bending strength , Elastic moduli AND Compressive strength ,
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      Effect of Cement Content and Curing Period on Properties of DUT-1 Synthetic Model Ice

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/128895
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorZhijun Li
    contributor authorYongxue Wang
    contributor authorXiwen Wang
    contributor authorGuangwei Li
    date accessioned2017-05-09T00:11:04Z
    date available2017-05-09T00:11:04Z
    date copyrightNovember, 2003
    date issued2003
    identifier issn0892-7219
    identifier otherJMOEEX-28219#288_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/128895
    description abstractThe effects of cement content and curing period on a new synthetic model ice, DUT-1, are reported. The cement (450#) contents were 10%, 11%, 12%, 13%, 14%, 15% and 16% by dry weight of mixture material. Eight different curing periods were used: 66 h, 92 h, 115 h, 139 h, 163 h, 186 h, 211 h and 235 h. Physical and mechanical properties, such as density, compressive strength, flexural strength, and elastic modulus, were determined. The density and mechanical parameters were found to increase with increasing cement content, whereas the durations of curing period under normal air temperature resulted in increasing these properties to a maximum value, then decreasing values.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEffect of Cement Content and Curing Period on Properties of DUT-1 Synthetic Model Ice
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.1596237
    journal fristpage288
    journal lastpage292
    identifier eissn1528-896X
    keywordsDensity
    keywordsCements (Adhesives)
    keywordsIce
    keywordsCuring
    keywordsBending strength
    keywordsElastic moduli AND Compressive strength
    treeJournal of Offshore Mechanics and Arctic Engineering:;2003:;volume( 125 ):;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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