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    Free-Vibration Analysis of Compressed Clamped Circular Plates

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author:
    You-He Zhou
    ,
    Xiao-Jing Zheng
    ,
    Issam E. Harik
    DOI: 10.1061/(ASCE)0733-9399(1995)121:12(1372)
    Publisher: American Society of Civil Engineers
    Abstract: Small free vibrations of a thin elastic clamped circular plate under a compressive thrust applied at its edges is studied near the nonlinear static deformation state. Based on the solution of von Kármán's plate equations for the static state of circular plates, the dynamic-eigenvalue or free-vibration problem is reduced to one of solving three algebraic equations leading to an analytic solution. This is achieved by introducing a coefficient of transformation related to the eigenfunctions and presenting the algebraic homogeneous equations in terms of the eigenvalues. The natural frequency versus the applied load is derived and plotted for various values of the load. The frequency of the small vibrations vanishes at the limit load. The advantage of the proposed analytic method lies in its ability to predict and describe the stability of the static equilibrium configuration and the postbuckling path.
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      Free-Vibration Analysis of Compressed Clamped Circular Plates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84177
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    • Journal of Engineering Mechanics

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    contributor authorYou-He Zhou
    contributor authorXiao-Jing Zheng
    contributor authorIssam E. Harik
    date accessioned2017-05-08T22:37:31Z
    date available2017-05-08T22:37:31Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9399%281995%29121%3A12%281372%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84177
    description abstractSmall free vibrations of a thin elastic clamped circular plate under a compressive thrust applied at its edges is studied near the nonlinear static deformation state. Based on the solution of von Kármán's plate equations for the static state of circular plates, the dynamic-eigenvalue or free-vibration problem is reduced to one of solving three algebraic equations leading to an analytic solution. This is achieved by introducing a coefficient of transformation related to the eigenfunctions and presenting the algebraic homogeneous equations in terms of the eigenvalues. The natural frequency versus the applied load is derived and plotted for various values of the load. The frequency of the small vibrations vanishes at the limit load. The advantage of the proposed analytic method lies in its ability to predict and describe the stability of the static equilibrium configuration and the postbuckling path.
    publisherAmerican Society of Civil Engineers
    titleFree-Vibration Analysis of Compressed Clamped Circular Plates
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1995)121:12(1372)
    treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    contenttypeFulltext
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