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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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