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contributor authorG. A. Kuehn
contributor authorE. M. Schulson
contributor authorD. E. Jones
contributor authorJ. Zhang
date accessioned2017-05-08T23:42:15Z
date available2017-05-08T23:42:15Z
date copyrightMay, 1993
date issued1993
identifier issn0892-7219
identifier otherJMOEEX-28088#142_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/112474
description abstractCubes of side length from 10 to 150 mm were prepared from freshwater granular ice of about 1 mm grain size and then compressed uniaxially to failure at −10° C. In addition to size, the variables were strain rate (10−5 s−1 and 10−2 s−1 ) and boundary conditions (ground brass plates, ground and polished brass plates, and brass brushes). The results showed that over the range investigated, size is not an important factor when considering the ductile compressive strength of ice. It also appears that size is not a factor when considering the brittle compressive failure strength under more ideal loading conditions. However, under less ideal conditions where perturbations on the loading surface may be significant, the brittle compressive strength decreases as the size of cube increases. In this case, the effect is attributed to nonsimultaneous failure.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Compressive Strength of Ice Cubes of Different Sizes
typeJournal Paper
journal volume115
journal issue2
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.2920104
journal fristpage142
journal lastpage148
identifier eissn1528-896X
keywordsCompressive strength
keywordsIce
keywordsBrass (Metal)
keywordsFailure
keywordsBrittleness
keywordsPlates (structures)
keywordsBoundary-value problems
keywordsPolishing AND Grain size
treeJournal of Offshore Mechanics and Arctic Engineering:;1993:;volume( 115 ):;issue: 002
contenttypeFulltext


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