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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44856

    Title: A Partial Hybrid Stress Model for the Refined C Higher-Order Plate Theory
    Other Titles: 修正C'高階層板理論部份應力模式
    Authors: 曾一平;吳志強
    Contributors: 淡江大學土木工程學系
    Keywords: partial hybrid stress model;transverse shear stress;refined C1 higher‐order plate theory
    Date: 1991-11
    Issue Date: 2013-07-11 11:50:11 (UTC+8)
    Publisher: Taipei : Chinese Institute of Chemical Engineers
    Abstract: The partial hybrid stress model is applied to the refined C 1 higher‐order plate theory in this paper. The displacement model is adopted in the flexural part and the hybrid stress model in the transverse shear part. The plate concept is introduced and the governing equations of plate are derived variationally from the modified Hellinger‐Reissner principle. This new plate element is demonstrated to be more accurate than displacement formulation in the analysis of orthotropic thick laminated plates. Moreover, the through thickness distribution of transverse shear stress is precisely predicted.
    Relation: Journal of the Chinese Institute of Engineers=中國工程學刊 14(6), pp.593-601
    DOI: 10.1080/02533839.1991.9677375
    Appears in Collections:[Graduate Institute & Department of Civil Engineering] Journal Article

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