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    Impulsive Responses of a Circular Cylindrical Shell Subjected to Waterhammer Waves

    Source: Journal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 004::page 517
    Author:
    T. Adachi
    ,
    S. Ujihashi
    ,
    H. Matsumoto
    DOI: 10.1115/1.2928789
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The impulsive responses of semi-finite and finite pipes filled with fluid are analyzed in order to clarify the validity of Joukowsky’s theory and the fluid-pipe coupling effect. In the analysis, Flügge’s dynamic bending shell theory and the potential theory of compressible perfect fluid are used. The analytical solutions in Laplace transformed domain are obtained. The inversion of the solutions is performed numerically using the algorithm of FFT. When a pipe is fairly long, it is shown that the result of Joukowsky’s theory which has no pipe inertia effect approximately agrees with that of the coupled theory. When a pipe is short, Joukowsky’s theory shows rough approximation of the responses. The response of the uncoupled theory with the inertia of a pipe is different from that of the coupled theory for both long and short pipes.
    keyword(s): Inertia (Mechanics) , Fluids , Surface roughness , Waves , Potential theory (Physics) , Algorithms , Pipes , Approximation , Circular cylindrical shells AND Shells ,
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      Impulsive Responses of a Circular Cylindrical Shell Subjected to Waterhammer Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/109015
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    contributor authorT. Adachi
    contributor authorS. Ujihashi
    contributor authorH. Matsumoto
    date accessioned2017-05-08T23:36:18Z
    date available2017-05-08T23:36:18Z
    date copyrightNovember, 1991
    date issued1991
    identifier issn0094-9930
    identifier otherJPVTAS-28330#517_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109015
    description abstractThe impulsive responses of semi-finite and finite pipes filled with fluid are analyzed in order to clarify the validity of Joukowsky’s theory and the fluid-pipe coupling effect. In the analysis, Flügge’s dynamic bending shell theory and the potential theory of compressible perfect fluid are used. The analytical solutions in Laplace transformed domain are obtained. The inversion of the solutions is performed numerically using the algorithm of FFT. When a pipe is fairly long, it is shown that the result of Joukowsky’s theory which has no pipe inertia effect approximately agrees with that of the coupled theory. When a pipe is short, Joukowsky’s theory shows rough approximation of the responses. The response of the uncoupled theory with the inertia of a pipe is different from that of the coupled theory for both long and short pipes.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleImpulsive Responses of a Circular Cylindrical Shell Subjected to Waterhammer Waves
    typeJournal Paper
    journal volume113
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2928789
    journal fristpage517
    journal lastpage523
    identifier eissn1528-8978
    keywordsInertia (Mechanics)
    keywordsFluids
    keywordsSurface roughness
    keywordsWaves
    keywordsPotential theory (Physics)
    keywordsAlgorithms
    keywordsPipes
    keywordsApproximation
    keywordsCircular cylindrical shells AND Shells
    treeJournal of Pressure Vessel Technology:;1991:;volume( 113 ):;issue: 004
    contenttypeFulltext
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