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    Wave Force Analysis by the Finite Element Method

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 004::page 320
    Author:
    K. Imai
    ,
    Y. Riho
    ,
    T. Matsumoto
    ,
    T. Takahashi
    ,
    K. Bando
    DOI: 10.1115/1.3257027
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The finite element method is applied to determine the wave forces and wave fields for various coastal and ocean structures. Wave diffraction and radiation problems are solved by the method. A special infinite element is implemented in a computer program to model an outer infinite sea area. The employed numerical examples are for a vertical breakwater, a gravity-type ocean platform and a floating rectangular caisson. All computed results are compared with ones from experiments and other numerical methods. As a result, it is concluded that the finite element method using infinite elements can give sufficient accuracy to be applicable to most practical structures in the ocean.
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      Wave Force Analysis by the Finite Element Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/102802
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    • Journal of Offshore Mechanics and Arctic Engineering

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    contributor authorK. Imai
    contributor authorY. Riho
    contributor authorT. Matsumoto
    contributor authorT. Takahashi
    contributor authorK. Bando
    date accessioned2017-05-08T23:25:22Z
    date available2017-05-08T23:25:22Z
    date copyrightNovember, 1987
    date issued1987
    identifier issn0892-7219
    identifier otherJMOEEX-28045#320_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102802
    description abstractThe finite element method is applied to determine the wave forces and wave fields for various coastal and ocean structures. Wave diffraction and radiation problems are solved by the method. A special infinite element is implemented in a computer program to model an outer infinite sea area. The employed numerical examples are for a vertical breakwater, a gravity-type ocean platform and a floating rectangular caisson. All computed results are compared with ones from experiments and other numerical methods. As a result, it is concluded that the finite element method using infinite elements can give sufficient accuracy to be applicable to most practical structures in the ocean.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleWave Force Analysis by the Finite Element Method
    typeJournal Paper
    journal volume109
    journal issue4
    journal titleJournal of Offshore Mechanics and Arctic Engineering
    identifier doi10.1115/1.3257027
    journal fristpage320
    journal lastpage326
    identifier eissn1528-896X
    treeJournal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 004
    contenttypeFulltext
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