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    Dynamic Response of a Cylindrical Shell in a Potential Fluid

    Source: Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 004::page 772
    Author:
    G. E. Cummings
    ,
    H. Brandt
    DOI: 10.1115/1.3424652
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A numerical solution technique is presented for determining the dynamic response of a thin, elastic, circular, cylindrical shell of constant wall thickness and density, in a potential fluid. The shell may be excited by any radial forcing function with a specified time history and spatial distribution. In addition, a pressure history may be specified over a segment of the fluid outer boundary. Any of the natural shell end conditions may be prescribed. The numerical results are compared to experimental results for a 1/12-scale model of a nuclear-reactor core-support barrel. Natural frequencies and modes are determined for this model in air, water, and oil. The computed frequencies are within 15 percent of experimental results. A sample application compares the numerical technique to an analytical solution for shell beam modes. The comparison resolves an uncertainty concerning the proper effective mass to use in the analytical technique.
    keyword(s): Fluids , Pipes , Dynamic response , Shells , Frequency , Nuclear reactors , Wall thickness , Water , Uncertainty , Circular cylindrical shells , Density AND Pressure ,
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      Dynamic Response of a Cylindrical Shell in a Potential Fluid

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    https://yetl.yabesh.ir/yetl1/handle/yetl/91660
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    contributor authorG. E. Cummings
    contributor authorH. Brandt
    date accessioned2017-05-08T23:05:55Z
    date available2017-05-08T23:05:55Z
    date copyrightDecember, 1979
    date issued1979
    identifier issn0021-8936
    identifier otherJAMCAV-26131#772_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91660
    description abstractA numerical solution technique is presented for determining the dynamic response of a thin, elastic, circular, cylindrical shell of constant wall thickness and density, in a potential fluid. The shell may be excited by any radial forcing function with a specified time history and spatial distribution. In addition, a pressure history may be specified over a segment of the fluid outer boundary. Any of the natural shell end conditions may be prescribed. The numerical results are compared to experimental results for a 1/12-scale model of a nuclear-reactor core-support barrel. Natural frequencies and modes are determined for this model in air, water, and oil. The computed frequencies are within 15 percent of experimental results. A sample application compares the numerical technique to an analytical solution for shell beam modes. The comparison resolves an uncertainty concerning the proper effective mass to use in the analytical technique.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Response of a Cylindrical Shell in a Potential Fluid
    typeJournal Paper
    journal volume46
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3424652
    journal fristpage772
    journal lastpage778
    identifier eissn1528-9036
    keywordsFluids
    keywordsPipes
    keywordsDynamic response
    keywordsShells
    keywordsFrequency
    keywordsNuclear reactors
    keywordsWall thickness
    keywordsWater
    keywordsUncertainty
    keywordsCircular cylindrical shells
    keywordsDensity AND Pressure
    treeJournal of Applied Mechanics:;1979:;volume( 046 ):;issue: 004
    contenttypeFulltext
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