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研究生: 陳政言
Chen, Zheng-Yan
論文名稱: 應用微擾方法於功能性材料板受雙軸壓力作用下之三維挫屈行為分析
Three-dimensional Buckling Behavior of Functionally Graded Plates under Bi-axial Compression Using the Perturbation Method
指導教授: 吳致平
Wu, Chih-Ping
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2022
畢業學年度: 110
語文別: 中文
論文頁數: 34
中文關鍵詞: 功能性材料板三維彈性力學理論微擾方法挫屈Winkler-Pasternak模型
外文關鍵詞: functionally graded plates, three-dimensional elasticity theory, Perturbation Method, buckling, Winkler-Pasternak foundation
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  • 本文推衍三維漸近彈性力學理論,對具簡支承邊界之功能性(Functionally Graded, FG)材料板受單軸及雙軸外壓力作用下之挫屈行為進行分析。文中假設FG板為金屬陶瓷複合材料板,楊氏係數隨厚度呈冪級數變化。彈性支承與周圍環境之相互作用以Winkler-Pasternak雙參數彈性基礎模型來模擬。將三維彈性力學理論,經過無因次化、漸近展開及漸近積分等過程,求得各階之控制方程式。文中考慮板之長寬比、寬厚比、功能性材料關係因子及彈性支承之勁度與剪切模數對臨界挫屈載重的影響。理論推衍顯示,三維漸近彈性力學理論首階解與古典板理論(Classical Plate Theory, CPT)之解相同。首階解求得後,再逐階修正漸近求得精確解。分析結果顯示本漸近理論解收斂快速且收斂解與文獻之精確解高度契合。

    A three-dimensional asymptotic theory is reformulated for the buckling behavior of functionally graded plates with simply-supported under uniaxial and bi-axial compression. We assumed that the FG plate is a metal-ceramic composite plate, and the Young's modulus changes in a power series with the thickness. The interactions between the elastic support and their surrounding medium are modelled as a two-parameter Winkler-Pasternak foundation. By using a set of dimensionless variables and through the process of asymptotic expansion and asymptotic integration, the governing equations of each order are obtained. The influence of the length-width ratio, width-thickness ratio, functional material factor, stiffness and shear modulus on the critical buckling load is considered. The classical plate theory (CPT) is derived as a first-order approximation of the three-dimensional asymptotic theory. The CPT solutions can be modified order-by-order to asymptotically approach the exact elasticity solutions.

    摘要 i Extended Abstract ii 誌謝 vi 目錄 vii 表目錄 viii 圖目錄 ix 參數對照表 x 第一章 緒論 1 第二章 理論推衍 4 2.1 三維彈性力學理論之基本方程式 4 2.2 無因次化 6 2.3 漸近展開 7 2.4 漸近積分 10 2.4.1 ϵ^0階問題 10 2.4.2 ϵ^2k階問題(k=1,2,3…) 12 第三章 應用 15 3.1 ϵ^0階 15 3.2 ϵ^2k階 17 第四章 數值範例 20 4.1 均向性材料板之挫屈問題 20 4.2 功能性材料板之挫屈問題 20 第五章 結論 23 第六章 參考文獻 24

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