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    Free Vibration of Buckled Laminated Plates by Finite Element Method

    Source: Journal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 004::page 635
    Author:
    Le-Chung Shiau
    ,
    Teng-Yuan Wu
    DOI: 10.1115/1.2889774
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Free vibration behavior of buckled composite plates are studied by using a high precision triangular plate element. This element is developed based on a simplified high order plate theory and von Kármán large deformation assumptions. The nonlinear governing equations of motion for the plates is linearized into two sets of equations by assuming small amplitude vibration of the laminates about its buckled static equilibrium profile. Results show that, in the postbuckling regime, the fundamental mode may be shifted from the first mode to the second due to squeezing effect of the in-plane force on the plate. For plate with certain boundary conditions, the natural frequency may have a sudden jump due to buckle pattern change of the plate in the postbuckling regime.
    keyword(s): Finite element methods , Plates (structures) , Free vibrations , Vibration , Accuracy , Boundary-value problems , Equations , Force , Deformation , Composite materials , Laminates , Equilibrium (Physics) AND Equations of motion ,
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      Free Vibration of Buckled Laminated Plates by Finite Element Method

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/119694
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    contributor authorLe-Chung Shiau
    contributor authorTeng-Yuan Wu
    date accessioned2017-05-08T23:55:16Z
    date available2017-05-08T23:55:16Z
    date copyrightOctober, 1997
    date issued1997
    identifier issn1048-9002
    identifier otherJVACEK-28840#635_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119694
    description abstractFree vibration behavior of buckled composite plates are studied by using a high precision triangular plate element. This element is developed based on a simplified high order plate theory and von Kármán large deformation assumptions. The nonlinear governing equations of motion for the plates is linearized into two sets of equations by assuming small amplitude vibration of the laminates about its buckled static equilibrium profile. Results show that, in the postbuckling regime, the fundamental mode may be shifted from the first mode to the second due to squeezing effect of the in-plane force on the plate. For plate with certain boundary conditions, the natural frequency may have a sudden jump due to buckle pattern change of the plate in the postbuckling regime.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleFree Vibration of Buckled Laminated Plates by Finite Element Method
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2889774
    journal fristpage635
    journal lastpage640
    identifier eissn1528-8927
    keywordsFinite element methods
    keywordsPlates (structures)
    keywordsFree vibrations
    keywordsVibration
    keywordsAccuracy
    keywordsBoundary-value problems
    keywordsEquations
    keywordsForce
    keywordsDeformation
    keywordsComposite materials
    keywordsLaminates
    keywordsEquilibrium (Physics) AND Equations of motion
    treeJournal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 004
    contenttypeFulltext
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