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    Nonlinear Dynamic Analysis of Fluid‐Structure Systems

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author:
    Gregory Fenves
    ,
    Luis M. Vargas‐Loli
    DOI: 10.1061/(ASCE)0733-9399(1988)114:2(219)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure for computing the dynamic response of coupled fluid‐structure systems is developed and used to evaluate the effects of nonlinear behavior of the structure and fluid. The procedure includes cavitation of the fluid, which is modeled as a bilinear compressible material, in addition to nonlinear models of the structure. A mixed displacement‐pressure formulation for the fluid is used, in which the pressure is approximated independently of the fluid displacements, allowing satisfaction of the bilinear equation of state in the weak sense and not requiring reduced integration for the tangent stiffness matrices. A standard displacement finite‐element formulation is used for the structure. The symmetric coupled equations of motion are in terms of nodal displacements and are solved by a fully implicit time integration method. Response results from analysis of a simple fluid‐structure system show that cavitation and nonlinear structural behavior can interact to affect the response of the coupled system. However, cavitation appears to have a small effect on the earthquake response of concrete gravity dams.
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      Nonlinear Dynamic Analysis of Fluid‐Structure Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/77842
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    contributor authorGregory Fenves
    contributor authorLuis M. Vargas‐Loli
    date accessioned2017-05-08T22:19:51Z
    date available2017-05-08T22:19:51Z
    date copyrightFebruary 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A2%28219%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77842
    description abstractA numerical procedure for computing the dynamic response of coupled fluid‐structure systems is developed and used to evaluate the effects of nonlinear behavior of the structure and fluid. The procedure includes cavitation of the fluid, which is modeled as a bilinear compressible material, in addition to nonlinear models of the structure. A mixed displacement‐pressure formulation for the fluid is used, in which the pressure is approximated independently of the fluid displacements, allowing satisfaction of the bilinear equation of state in the weak sense and not requiring reduced integration for the tangent stiffness matrices. A standard displacement finite‐element formulation is used for the structure. The symmetric coupled equations of motion are in terms of nodal displacements and are solved by a fully implicit time integration method. Response results from analysis of a simple fluid‐structure system show that cavitation and nonlinear structural behavior can interact to affect the response of the coupled system. However, cavitation appears to have a small effect on the earthquake response of concrete gravity dams.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Dynamic Analysis of Fluid‐Structure Systems
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:2(219)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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