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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/94801


    Title: 部分應力高階層樑元素之自由振動分析
    Authors: 曾一平;王偉哲;陳芳誠
    Contributors: 淡江大學土木工程學系
    Keywords: 部分應力模態;自由振動;直交正向性;材料積層梁;高階層梁理論;頻率分析;Partial Hybrid Stress Model;Free Vibration;Orthotropic;Laminated Beam;High-Order Laminated Beam Theory;Frequency Analysis
    Date: 1991-04
    Issue Date: 2014-02-08 19:33:09 (UTC+8)
    Publisher: 臺南市:成功大學
    Abstract: 本文將C/sup 0/高階層梁部分應力模態 有限元素法,應用於直交異向性材料積層梁之 自由振動分析。與古典層梁理論及其修正公式 比較,本法所得結果相當接近修正c/sup 1/高階層梁自然頻率理論解。將本文結果應用於不 同型式積層梁之自由振動分析,由此歸納得積 層梁自然頻率分析的一些重要結論。
    The partial hybrid laminated beams element is applied to the free vibration analysis of orthotropic laminated beams in this paper. The kenetic energy is added to the modified Jing-Reissener principle. Through vibration, the element stiffness is the assembly of flexural stiffness in displacement version and transverse shear stiffness in hybrid version. The present element obtains accurate results, which approach the exact solution of frequencies based on the refined C/sup 1/ higher-order beam theory. Some important observations are also concluded on the frequency analysis of orthotropic laminated beams.
    Relation: 中國材料科學學會八十年年會論文集=Proceedings of the 1991 Annual Conference of the Chinese Society for Materials Science,頁650-651
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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