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研究生: 邱帝凱
Chiu, Ti-kai
論文名稱: 無元素葛勒金法於二維彈性動力分析
Element-Free Galerkin Method for the Analysis of 2D Elastodynamic
指導教授: 王永明
Wang, Yung-Ming
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: 2008
畢業學年度: 96
語文別: 中文
論文頁數: 54
中文關鍵詞: 微分再生核葛勒金法無元素法
外文關鍵詞: DRKA, Galerkin, Element-Free
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  • 本文中利用無元素葛勒金法求解二維彈性動力問題,並以微分再生核近似法求得狀函數及其導函數,其中微分再生核近似法建構出的形狀函數及其導函數,在高階導數中具有連續性,因此使用此方法在應力方面所得之結果比有限元素法更可獲得較佳之精度及連續性。
    本文的數值範例所得之結果與ABAQUS進行比較,並與一維震動棒之解析解比較,其成果令人滿意,再度驗證本文使用方法於二維彈性動態分析上之可行性。

    In this paper we use the element free Galerkin method to solve the 2-D elastic-dynamical problems. The shape functions and it’s derivation are obtained by the differential reproduction kernel approximation(DRKA).The shape functions and its derivations conducted from the DRKA is high order continuous in the global, thus the stress acquired form present method is more continuous and accuracy than the finite element method.

    In the numerical example we comparing the data analyzed in this article and by ABAQUS, also compared the result with analytic solution of a 1-D vibration of a rod. The result is satisfying and proves the feasibility of present method on 2-D elastic-dynamical analysis.

    摘要 I 誌謝 III 目錄 IV 圖目錄 VI 第一章 緒論 1 1.1 前言 1 1.2 無元素法的發展與參考文獻 2 1.3 本文架構 4 第二章 無元素法理論基礎推導 6 2.1 離散再生核近似(discrete reproducing kernel approximation) 6 2.2 再生核形狀函數的微分 9 2.3 加權函數與鄰近點的選取 13 第三章 Galerkin weak form與動力問題之分析 16 3.1 二維彈性力學公式 16 第四章 數值分析 25 4.1 二維懸臂樑自由端受剪力作用 25 4.1.1 相同佈點數,不同基底函數階數、鄰近點之分析 25 4.1.2 相同佈點數,不同質量分析法 26 4.1.3 相同佈點數,不同時間間距 27 4.1.4 不同佈點數 28 4.2二維懸臂樑自由端受剪力作用於不同頻率之影響 29 4.3 外力型態為脈衝 30 4.4 二維懸臂樑自由端受均佈壓力作用 31 4.5 二維懸臂樑自由端受均佈壓力作用模擬一維懸臂樑自由端受集中壓力作用 32 4.5.1 ㄧ維懸臂樑端點動態位移解析解 32 4.5.2 二維懸臂樑自由端中點位移模擬一維懸臂樑端點位移 34 第五章 結論 36 參考文獻 38 自述 54

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