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    Composite 2D/3D Hydroelastic‐Analysis Method for Floating Structures

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007
    Author:
    Xiling Che
    ,
    H. Ronald Riggs
    ,
    R. Cengiz Ertekin
    DOI: 10.1061/(ASCE)0733-9399(1994)120:7(1499)
    Publisher: American Society of Civil Engineers
    Abstract: A new approach to the analysis of the wave‐induced, hydroelastic response of floating, slender structures is developed that combines a three‐dimensional structural model with fluid forces from two‐dimensional potential theory (strip theory). Because a three‐dimensional finite‐element model of the structure is used, the method allows direct computation of three‐dimensional structural response, such as individual member forces and stresses. However, because a two‐dimensional fluid model is used, the large computational effort of three‐dimensional hydroelasticity (primarily a result of three‐dimensional potential theory) is avoided. The composite 2D/3D method is verified by satisfactory agreement with results from full three‐dimensional hydroelasticity for a SWATH (small water‐plane area twin‐hull) ship. The results indicate that the method may be useful in design of large, slender structures, such as ships, because the computational effort is significantly less than required in 3D hydroelasticity.
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      Composite 2D/3D Hydroelastic‐Analysis Method for Floating Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/84089
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    contributor authorXiling Che
    contributor authorH. Ronald Riggs
    contributor authorR. Cengiz Ertekin
    date accessioned2017-05-08T22:37:19Z
    date available2017-05-08T22:37:19Z
    date copyrightJuly 1994
    date issued1994
    identifier other%28asce%290733-9399%281994%29120%3A7%281499%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84089
    description abstractA new approach to the analysis of the wave‐induced, hydroelastic response of floating, slender structures is developed that combines a three‐dimensional structural model with fluid forces from two‐dimensional potential theory (strip theory). Because a three‐dimensional finite‐element model of the structure is used, the method allows direct computation of three‐dimensional structural response, such as individual member forces and stresses. However, because a two‐dimensional fluid model is used, the large computational effort of three‐dimensional hydroelasticity (primarily a result of three‐dimensional potential theory) is avoided. The composite 2D/3D method is verified by satisfactory agreement with results from full three‐dimensional hydroelasticity for a SWATH (small water‐plane area twin‐hull) ship. The results indicate that the method may be useful in design of large, slender structures, such as ships, because the computational effort is significantly less than required in 3D hydroelasticity.
    publisherAmerican Society of Civil Engineers
    titleComposite 2D/3D Hydroelastic‐Analysis Method for Floating Structures
    typeJournal Paper
    journal volume120
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1994)120:7(1499)
    treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007
    contenttypeFulltext
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