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    Free Vibrations of Oval Cylindrical Panels

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    Author:
    Vlasis K. Koumousis
    ,
    Anthony E. Armenàkas
    DOI: 10.1061/(ASCE)0733-9399(1984)110:7(1107)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the dynamic characteristics of oval cylindrical panels, with simply supported curved edges and various boundary conditions along the straight edges, are established on the basis of the Flügge or Donnell type theories using the procedure presented by the writers (5). Numerical results are presented and the effect of the ovality as well as other geometric parameters of the panels are investigated. Moreover, the results obtained on the basis of the aforementioned theories are compared.
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      Free Vibrations of Oval Cylindrical Panels

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    https://yetl.yabesh.ir/yetl1/handle/yetl/72819
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    contributor authorVlasis K. Koumousis
    contributor authorAnthony E. Armenàkas
    date accessioned2017-05-08T22:10:26Z
    date available2017-05-08T22:10:26Z
    date copyrightJuly 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A7%281107%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72819
    description abstractIn this paper the dynamic characteristics of oval cylindrical panels, with simply supported curved edges and various boundary conditions along the straight edges, are established on the basis of the Flügge or Donnell type theories using the procedure presented by the writers (5). Numerical results are presented and the effect of the ovality as well as other geometric parameters of the panels are investigated. Moreover, the results obtained on the basis of the aforementioned theories are compared.
    publisherAmerican Society of Civil Engineers
    titleFree Vibrations of Oval Cylindrical Panels
    typeJournal Paper
    journal volume110
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:7(1107)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    contenttypeFulltext
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