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    Ice Tank Tests on Ice Rubble Loads Against a Cable-Moored Conical Platform

    Source: Journal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 004
    Author:
    Robert Ettema
    ,
    Wilfrid A. Nixon
    DOI: 10.1061/(ASCE)0887-381X(2005)19:4(103)
    Publisher: American Society of Civil Engineers
    Abstract: Presented herein are ice-tank data concerning ice-rubble loads against a moored conical platform. Of prime interest is how rubble-ice loads are influenced by horizontal stiffness of the platform’s mooring system. An important, and heretofore undocumented, feature of rubble loading and clearing around the platform is the accumulation of ice rubble as a false bow, or prow, at the platform’s leading perimeter. The ice-tank data show that, under certain conditions of ice-rubble loading, the lowest stiffness of mooring tested resulted in prow instability and sloughing, which in turn lead to a cyclic pattern of loading, and to rubble congestion around the platform. An outcome of such rubble congestion was a marked increase in the overall rubble-ice load exerted against the platform.
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      Ice Tank Tests on Ice Rubble Loads Against a Cable-Moored Conical Platform

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    contributor authorRobert Ettema
    contributor authorWilfrid A. Nixon
    date accessioned2017-05-08T21:14:09Z
    date available2017-05-08T21:14:09Z
    date copyrightDecember 2005
    date issued2005
    identifier other%28asce%290887-381x%282005%2919%3A4%28103%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43771
    description abstractPresented herein are ice-tank data concerning ice-rubble loads against a moored conical platform. Of prime interest is how rubble-ice loads are influenced by horizontal stiffness of the platform’s mooring system. An important, and heretofore undocumented, feature of rubble loading and clearing around the platform is the accumulation of ice rubble as a false bow, or prow, at the platform’s leading perimeter. The ice-tank data show that, under certain conditions of ice-rubble loading, the lowest stiffness of mooring tested resulted in prow instability and sloughing, which in turn lead to a cyclic pattern of loading, and to rubble congestion around the platform. An outcome of such rubble congestion was a marked increase in the overall rubble-ice load exerted against the platform.
    publisherAmerican Society of Civil Engineers
    titleIce Tank Tests on Ice Rubble Loads Against a Cable-Moored Conical Platform
    typeJournal Paper
    journal volume19
    journal issue4
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(2005)19:4(103)
    treeJournal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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