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    Wave Interference Effects by Finite Element Method

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author:
    Min‐Chih Huang
    ,
    John W. Leonard
    ,
    Robert T. Hudspeth
    DOI: 10.1061/(ASCE)0733-950X(1985)111:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure is presented for computing wave interference effects on multiple, surface‐piercing rigid structures in an ocean of finite depth by the finite element method (FEM). Viscous effects are neglected and hydrodynamic pressure forces are assumed to be inertially dominated. Within the limits of linear wave theory, a scattered wave potential is numerically computed using radiation boundary dampers. Numerical results are presented for a single vertical cylinder and for multiple vertical circular and square cylinders under varying incident wave angles. Comparisons between the FEM results and results available from both analytical and integral equation numerical methods are good. Estimates of the computational savings in CPU realized by the FEM compared to the integral equation method are provided. The favorable numerical comparisons realized by the FEM using radiation boundary dampers coupled with the computational savings in CPU suggest the application of the FEM to more complicated systems of multiple structures for both rigid and flexible bodies.
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      Wave Interference Effects by Finite Element Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40408
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMin‐Chih Huang
    contributor authorJohn W. Leonard
    contributor authorRobert T. Hudspeth
    date accessioned2017-05-08T21:08:47Z
    date available2017-05-08T21:08:47Z
    date copyrightJanuary 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40408
    description abstractA numerical procedure is presented for computing wave interference effects on multiple, surface‐piercing rigid structures in an ocean of finite depth by the finite element method (FEM). Viscous effects are neglected and hydrodynamic pressure forces are assumed to be inertially dominated. Within the limits of linear wave theory, a scattered wave potential is numerically computed using radiation boundary dampers. Numerical results are presented for a single vertical cylinder and for multiple vertical circular and square cylinders under varying incident wave angles. Comparisons between the FEM results and results available from both analytical and integral equation numerical methods are good. Estimates of the computational savings in CPU realized by the FEM compared to the integral equation method are provided. The favorable numerical comparisons realized by the FEM using radiation boundary dampers coupled with the computational savings in CPU suggest the application of the FEM to more complicated systems of multiple structures for both rigid and flexible bodies.
    publisherAmerican Society of Civil Engineers
    titleWave Interference Effects by Finite Element Method
    typeJournal Paper
    journal volume111
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:1(1)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    contenttypeFulltext
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