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    The Compressive Strength of Ice Cubes of Different Sizes

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1993:;volume( 115 ):;issue: 002::page 142
    Author:
    G. A. Kuehn
    ,
    E. M. Schulson
    ,
    D. E. Jones
    ,
    J. Zhang
    DOI: 10.1115/1.2920104
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Cubes 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.
    keyword(s): Compressive strength , Ice , Brass (Metal) , Failure , Brittleness , Plates (structures) , Boundary-value problems , Polishing AND Grain size ,
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      The Compressive Strength of Ice Cubes of Different Sizes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/112474
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    • Journal of Offshore Mechanics and Arctic Engineering

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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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