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    FEM Solution of 3‐D Wave Interference Problems

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author:
    Min‐Chih Huang
    ,
    Robert T. Hudspeth
    ,
    John W. Leonard
    DOI: 10.1061/(ASCE)0733-950X(1985)111:4(661)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure for predicting wave diffraction, wave radiation, and body responses of multiple 3‐D bodies of arbitrary shape is described. Viscous effects are neglected, and the hydrodynamic pressure forces are assumed to be inertially dominated. Within the limits of linear wave theory, the boundary value problems are solved numerically by the finite element method (FEM) using a radiation boundary damper approach. Both permeable boundary dampers and a fictitious bottom boundary element are included in the finite element algorithm in order to treat both permeable boundary problems and deep water wave problems. Numerical results are presented for a variety of structures to illustrate the following features: fictitious bottom boundary, multiple‐structure wave interference, and permeable boundary.
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      FEM Solution of 3‐D Wave Interference Problems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40462
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMin‐Chih Huang
    contributor authorRobert T. Hudspeth
    contributor authorJohn W. Leonard
    date accessioned2017-05-08T21:08:54Z
    date available2017-05-08T21:08:54Z
    date copyrightJanuary 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A4%28661%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40462
    description abstractA numerical procedure for predicting wave diffraction, wave radiation, and body responses of multiple 3‐D bodies of arbitrary shape is described. Viscous effects are neglected, and the hydrodynamic pressure forces are assumed to be inertially dominated. Within the limits of linear wave theory, the boundary value problems are solved numerically by the finite element method (FEM) using a radiation boundary damper approach. Both permeable boundary dampers and a fictitious bottom boundary element are included in the finite element algorithm in order to treat both permeable boundary problems and deep water wave problems. Numerical results are presented for a variety of structures to illustrate the following features: fictitious bottom boundary, multiple‐structure wave interference, and permeable boundary.
    publisherAmerican Society of Civil Engineers
    titleFEM Solution of 3‐D Wave Interference Problems
    typeJournal Paper
    journal volume111
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:4(661)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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