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    Fundamental Frequency of Tapered Plates by Differential Quadrature

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
    Author:
    Anant R. Kukreti
    ,
    Jalaleddin Farsa
    ,
    Charles W. Bert
    DOI: 10.1061/(ASCE)0733-9399(1992)118:6(1221)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a differential quadrature method is presented for computation of the fundamental frequency of a thin rectangular isotropic elastic plate with variable thickness. In this method, a partial derivative of a function with respect to a space variable at a discrete point is approximated as a weighted linear sum of the function values at all discrete points in the region of that variable. The weighting coefficients are treated as the unknowns. Applying this concept to each partial derivative of the free vibration differential equation of motion of the plate gives a set of linear simultaneous equations, which are solved for the unknown weightage coefficients by accounting for the boundary conditions. The method is used to evaluate the fundamental frequency of linearly tapered plates with simply supported, fully clamped, and mixed boundary conditions. Results are compared with existing solutions available from other analytical and numerical methods. The method presented gives accurate results and is computationally efficient.
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      Fundamental Frequency of Tapered Plates by Differential Quadrature

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83717
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    contributor authorAnant R. Kukreti
    contributor authorJalaleddin Farsa
    contributor authorCharles W. Bert
    date accessioned2017-05-08T22:36:40Z
    date available2017-05-08T22:36:40Z
    date copyrightJune 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A6%281221%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83717
    description abstractIn this paper, a differential quadrature method is presented for computation of the fundamental frequency of a thin rectangular isotropic elastic plate with variable thickness. In this method, a partial derivative of a function with respect to a space variable at a discrete point is approximated as a weighted linear sum of the function values at all discrete points in the region of that variable. The weighting coefficients are treated as the unknowns. Applying this concept to each partial derivative of the free vibration differential equation of motion of the plate gives a set of linear simultaneous equations, which are solved for the unknown weightage coefficients by accounting for the boundary conditions. The method is used to evaluate the fundamental frequency of linearly tapered plates with simply supported, fully clamped, and mixed boundary conditions. Results are compared with existing solutions available from other analytical and numerical methods. The method presented gives accurate results and is computationally efficient.
    publisherAmerican Society of Civil Engineers
    titleFundamental Frequency of Tapered Plates by Differential Quadrature
    typeJournal Paper
    journal volume118
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:6(1221)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 006
    contenttypeFulltext
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