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    Probabilistic Evaluation of Design Iceberg Collision

    Source: Journal of Cold Regions Engineering:;1990:;Volume ( 004 ):;issue: 002
    Author:
    Kevin A. McTaggart
    ,
    Michael Isaacson
    DOI: 10.1061/(ASCE)0887-381X(1990)4:2(85)
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic model has been developed for the selection of a design iceberg collision with an offshore structure. The design event is selected on the basis of global sliding force, which is likely to determine whether or not structural failure will occur during an iceberg collision. Hydrodynamic effects, including iceberg added mass, wave‐induced oscillatory iceberg motions, and the modification of currents by the presence of a structure, are considered in the evaluation of iceberg velocity and location of impact against a structure. A time‐stepping model is subsequently used for evaluating forces induced by ice crushing and friction during a collision. The application of the model to the selection of a design iceberg collision event is illustrated through two examples. Among the various parameters influencing collision severity, it appears that eccentricity of impact has a relatively small influence on design load levels. Wave‐induced oscillatory motions are shown to be significant for small icebergs.
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      Probabilistic Evaluation of Design Iceberg Collision

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    contributor authorKevin A. McTaggart
    contributor authorMichael Isaacson
    date accessioned2017-05-08T21:13:45Z
    date available2017-05-08T21:13:45Z
    date copyrightJune 1990
    date issued1990
    identifier other%28asce%290887-381x%281990%294%3A2%2885%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43524
    description abstractA probabilistic model has been developed for the selection of a design iceberg collision with an offshore structure. The design event is selected on the basis of global sliding force, which is likely to determine whether or not structural failure will occur during an iceberg collision. Hydrodynamic effects, including iceberg added mass, wave‐induced oscillatory iceberg motions, and the modification of currents by the presence of a structure, are considered in the evaluation of iceberg velocity and location of impact against a structure. A time‐stepping model is subsequently used for evaluating forces induced by ice crushing and friction during a collision. The application of the model to the selection of a design iceberg collision event is illustrated through two examples. Among the various parameters influencing collision severity, it appears that eccentricity of impact has a relatively small influence on design load levels. Wave‐induced oscillatory motions are shown to be significant for small icebergs.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Evaluation of Design Iceberg Collision
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(1990)4:2(85)
    treeJournal of Cold Regions Engineering:;1990:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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