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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/36281

    Title: 高階層板理論有限元素法於積層板之挫屈分析
    Other Titles: Buckling Analysis of Laminated Plates Using a Higher-Order Plate Theory
    Authors: 曾一平;丑倫彰
    Contributors: 淡江大學土木工程學系
    Keywords: 挫曲;積層板;高階板理論;複合材料;有限元素法;薄膜應變;Buckling;Laminate Plate;Higher-Order Plate Theory;Composite Material;Finite Element Method;Membrane Strain
    Date: 1991-12
    Issue Date: 2010-01-11 10:40:19 (UTC+8)
    Abstract: 本文將高階層板理論應用於雙模數積層板 的有限元素法分析。於單層及兩層雙模數積層 板的分析中,與理論解及其他有限元素法比較,本 法皆可得到很準確的位移分析及中性面位置。 並可明顯地發現本法使用高階板理論,故較一階板元素所得結果精確。
    A higher-order shear deformation theory is used to analyze laminated plates for buckling loads. It is worth to point out that since the displacement field used in the formulation of the composite plate element contains higher-order terms, the external work is considered here not only done by the in-plane force but also the virtual force terms relating to the higher-order displacement terms. A displacement finite element model of the theory is developed, and applications of the element to buckling load of laminated plates are discussed. The accuracy and efficiency of the formulation is validated via problems with available exact solutions and other finite elements. Excellent accuracy and fast convergence are observed.
    Relation: 中華民國力學學會第十五屆全國力學會議論文集(二)=Proceedings of the 15th National Conference on Theoretical and Applied Mechanics (II),頁797-804
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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