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    Nonlinear Flexural Vibrations of a Clamped Circular Plate

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 004::page 1050
    Author:
    G. C. Kung
    ,
    Y.-H. Pao
    DOI: 10.1115/1.3422827
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Nonlinear flexural vibration of a circular plate clamped at its edge are investigated both experimentally and theoretically. The investigation has been restricted to the first axisymmetric mode. The time-dependent part of the nonlinear plate equations are reduced to Duffing’s equation by applying a one-term Ritz-Galerkin’s procedure. Test results are in good agreement with the theoretical calculations which indicate a non-linearity of hardening type for large amplitude vibrations. The period of vibration decreases by 35 percent when the amplitude is twice the thickness of the plate. The “jumps” in the amplitude-frequency response curves are observed to occur during a transition of a few seconds and are accompanied by a beating phenomenon.
    keyword(s): Vibration , Equations , Thickness AND Hardening ,
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      Nonlinear Flexural Vibrations of a Clamped Circular Plate

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    http://yetl.yabesh.ir/yetl1/handle/yetl/156767
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    contributor authorG. C. Kung
    contributor authorY.-H. Pao
    date accessioned2017-05-09T01:14:07Z
    date available2017-05-09T01:14:07Z
    date copyrightDecember, 1972
    date issued1972
    identifier issn0021-8936
    identifier otherJAMCAV-25969#1050_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156767
    description abstractNonlinear flexural vibration of a circular plate clamped at its edge are investigated both experimentally and theoretically. The investigation has been restricted to the first axisymmetric mode. The time-dependent part of the nonlinear plate equations are reduced to Duffing’s equation by applying a one-term Ritz-Galerkin’s procedure. Test results are in good agreement with the theoretical calculations which indicate a non-linearity of hardening type for large amplitude vibrations. The period of vibration decreases by 35 percent when the amplitude is twice the thickness of the plate. The “jumps” in the amplitude-frequency response curves are observed to occur during a transition of a few seconds and are accompanied by a beating phenomenon.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleNonlinear Flexural Vibrations of a Clamped Circular Plate
    typeJournal Paper
    journal volume39
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3422827
    journal fristpage1050
    journal lastpage1054
    identifier eissn1528-9036
    keywordsVibration
    keywordsEquations
    keywordsThickness AND Hardening
    treeJournal of Applied Mechanics:;1972:;volume( 039 ):;issue: 004
    contenttypeFulltext
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