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    The Dynamic Response of Cylindrical and Conical Panels

    Source: Journal of Applied Mechanics:;1969:;volume( 036 ):;issue: 002::page 271
    Author:
    J. N. Rossettos
    ,
    R. F. Parisse
    DOI: 10.1115/1.3564620
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic response of cylindrical and conical panels subjected to arbitrary time-varying load distributions is studied and appropriate equations are presented. Convenient trigonometric series are used, in conjunction with finite-difference methods, to reduce the governing equations to sets of matrix equations. The numerical solution procedure involves time integration, using an unconditionally stable implicit (Houbolt) scheme, together with a Gaussian elimination technique particularly suited to the banded matrices involved. Calculated results treat the effects of conicity and various support conditions on the structural response. Individual cases show quantitatively how cylindrical panel response is more sensitive than that of conical panels to changes in edge restraint.
    keyword(s): Dynamic response , Equations , Finite difference methods AND Stress ,
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      The Dynamic Response of Cylindrical and Conical Panels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/132367
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    contributor authorJ. N. Rossettos
    contributor authorR. F. Parisse
    date accessioned2017-05-09T00:17:22Z
    date available2017-05-09T00:17:22Z
    date copyrightJune, 1969
    date issued1969
    identifier issn0021-8936
    identifier otherJAMCAV-25889#271_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/132367
    description abstractThe dynamic response of cylindrical and conical panels subjected to arbitrary time-varying load distributions is studied and appropriate equations are presented. Convenient trigonometric series are used, in conjunction with finite-difference methods, to reduce the governing equations to sets of matrix equations. The numerical solution procedure involves time integration, using an unconditionally stable implicit (Houbolt) scheme, together with a Gaussian elimination technique particularly suited to the banded matrices involved. Calculated results treat the effects of conicity and various support conditions on the structural response. Individual cases show quantitatively how cylindrical panel response is more sensitive than that of conical panels to changes in edge restraint.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Dynamic Response of Cylindrical and Conical Panels
    typeJournal Paper
    journal volume36
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3564620
    journal fristpage271
    journal lastpage276
    identifier eissn1528-9036
    keywordsDynamic response
    keywordsEquations
    keywordsFinite difference methods AND Stress
    treeJournal of Applied Mechanics:;1969:;volume( 036 ):;issue: 002
    contenttypeFulltext
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