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    Elastic-Plastic Analysis of a Spherical Shell Loaded Radially Through a Flexible Cylindrical Nozzle

    Source: Journal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 003::page 296
    Author:
    C.-P. Leung
    ,
    G. N. Brooks
    DOI: 10.1115/1.2928629
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study investigates the elastic-plastic behavior of a shallow spherical shell loaded radially through a flexible cylindrical nozzle. Both the sphere and the cylinder can yield and exhibit plastic deformation. The Tresca yield condition is employed to derive elastic-plastic moment-curvature relationship in a simple form which is implemented in an efficient solution scheme. Three geometric parameters represent the relative dimensions of the structure. Numerical results are obtained for a range of values of these parameters. Various situations involving the failure of the sphere and/or the cylinder are studied. The ultimate or failure loads of the structure are plotted as functions of the geometric parameters.
    keyword(s): Nozzles , Spherical shells , Cylinders , Failure , Functions , Shallow spherical shells , Deformation , Dimensions AND Stress ,
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      Elastic-Plastic Analysis of a Spherical Shell Loaded Radially Through a Flexible Cylindrical Nozzle

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    http://yetl.yabesh.ir/yetl1/handle/yetl/107400
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    contributor authorC.-P. Leung
    contributor authorG. N. Brooks
    date accessioned2017-05-08T23:33:27Z
    date available2017-05-08T23:33:27Z
    date copyrightAugust, 1990
    date issued1990
    identifier issn0094-9930
    identifier otherJPVTAS-28321#296_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107400
    description abstractThis study investigates the elastic-plastic behavior of a shallow spherical shell loaded radially through a flexible cylindrical nozzle. Both the sphere and the cylinder can yield and exhibit plastic deformation. The Tresca yield condition is employed to derive elastic-plastic moment-curvature relationship in a simple form which is implemented in an efficient solution scheme. Three geometric parameters represent the relative dimensions of the structure. Numerical results are obtained for a range of values of these parameters. Various situations involving the failure of the sphere and/or the cylinder are studied. The ultimate or failure loads of the structure are plotted as functions of the geometric parameters.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleElastic-Plastic Analysis of a Spherical Shell Loaded Radially Through a Flexible Cylindrical Nozzle
    typeJournal Paper
    journal volume112
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2928629
    journal fristpage296
    journal lastpage302
    identifier eissn1528-8978
    keywordsNozzles
    keywordsSpherical shells
    keywordsCylinders
    keywordsFailure
    keywordsFunctions
    keywordsShallow spherical shells
    keywordsDeformation
    keywordsDimensions AND Stress
    treeJournal of Pressure Vessel Technology:;1990:;volume( 112 ):;issue: 003
    contenttypeFulltext
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