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    Finite-Element Computation of Wave-Structure Interaction between Steep Stokes Waves and Vertical Cylinders

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    J. W. Kim
    ,
    J. H. Kyoung
    ,
    R. C. Ertekin
    ,
    K. J. Bai
    DOI: 10.1061/(ASCE)0733-950X(2006)132:5(337)
    Publisher: American Society of Civil Engineers
    Abstract: The diffraction of highly nonlinear Stokes waves by vertical cylinders of circular cross section is numerically simulated in the time domain. A finite-element method, based on Hamilton’s principle, is used to discretize the fluid domain. The Stokes waves, input at the numerical wave maker, are obtained numerically from the two-dimensional steady solution of the finite element model. A new matching scheme is developed to match the two-dimensional wave at the far field and the three-dimensional diffracted wave in the near field. The method developed here can easily be extended to the diffraction of irregular, nonlinear waves. Numerical examples are presented for the diffraction of Stokes waves with various steepnesses by single and multiple circular cylinders. The wave elevation and runup on the cylinder are calculated and compared with the available theoretical and experimental results.
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      Finite-Element Computation of Wave-Structure Interaction between Steep Stokes Waves and Vertical Cylinders

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41631
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJ. W. Kim
    contributor authorJ. H. Kyoung
    contributor authorR. C. Ertekin
    contributor authorK. J. Bai
    date accessioned2017-05-08T21:10:42Z
    date available2017-05-08T21:10:42Z
    date copyrightSeptember 2006
    date issued2006
    identifier other%28asce%290733-950x%282006%29132%3A5%28337%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41631
    description abstractThe diffraction of highly nonlinear Stokes waves by vertical cylinders of circular cross section is numerically simulated in the time domain. A finite-element method, based on Hamilton’s principle, is used to discretize the fluid domain. The Stokes waves, input at the numerical wave maker, are obtained numerically from the two-dimensional steady solution of the finite element model. A new matching scheme is developed to match the two-dimensional wave at the far field and the three-dimensional diffracted wave in the near field. The method developed here can easily be extended to the diffraction of irregular, nonlinear waves. Numerical examples are presented for the diffraction of Stokes waves with various steepnesses by single and multiple circular cylinders. The wave elevation and runup on the cylinder are calculated and compared with the available theoretical and experimental results.
    publisherAmerican Society of Civil Engineers
    titleFinite-Element Computation of Wave-Structure Interaction between Steep Stokes Waves and Vertical Cylinders
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2006)132:5(337)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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