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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44887

    Title: Free Vibration of Orthotropic Laminated Plates According to Partial Hybrid Plate Element
    Other Titles: 部分應力有限元素法於積層板之自由振動分析
    Authors: 曾一平;Tseng, Yi-ping;丑倫彰;Chou, Lun-chang
    Contributors: 淡江大學土木工程學系
    Keywords: partial hybrid plate element;natural frequency transverse shear stress
    Date: 1993-01
    Issue Date: 2013-07-11 11:49:42 (UTC+8)
    Publisher: Taipei : Chinese Institute of Chemical Engineers
    Abstract: The free vibration analysis of orthotropic composite laminates is investigated by using the partial hybrid plate element. The Hellinger‐Reissner principle is modified by adding kinetic energy. The through thickness effect is properly predicted since the transverse shear stress fields are assumed in the hybrid stress version. The natural frequencies are therefore accurately predicted. Apparently, the present study is more accurate than the displacement‐based higher‐order plate element.
    Relation: Journal of the Chinese Institute of Engineers=中國工程學刊 16(1), pp.135-143
    DOI: 10.1080/02533839.1993.9677484
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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