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研究生: 莊智翔
Chih-shiang Chuang
論文名稱: 有限元素開挖分析結果受網格邊界影響之探討
The effect of finite boundaries on computation result in finite analysis for deep excavation - a preliminary study
指導教授: 謝佑明
Yo-ming Hsieh
口試委員: 歐章煜
Chang-yu Ou
張大鵬
Ta-peng Chang
林宏達
Hong-da Lin
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2008
畢業學年度: 96
語文別: 中文
論文頁數: 124
中文關鍵詞: 邊界效應經驗公式開挖分析有限元素法
外文關鍵詞: boundary effect, empirical correlation, excavation analyses, finite element method
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  • 當使用有限元素法模擬開挖時,不適當的邊界範圍會使分析結果受到網格邊界的影響而得到不正確的數值解,因此在決定模型之大小時,必需選定ㄧ適當的有限元素模型寬度,以期減小邊界造成分析結果的不正確。目前而言,有限元素模型之寬度決定往往仰賴分析人員經驗的主觀判斷,沒有一個客觀的標準供分析人員參考。然而過窄的網格會造成分析結果的不正確,過寬的網格則會造成計算資源浪費,且當一網格邊界訂定後其所造成的實際誤差往往未知。本研究透過大量的有限元素開挖分析進行參數化研究,以找出各種模型建立參數與網格尺寸及網格邊界引致誤差百分比之間的關係。本研究透過迴歸分析建議一網格寬度經驗公式,可以用來協助工程師決定網格大小的依據,並可用來瞭解邊界引致之誤差量。


    Inappropriate boundary extent in finite element (FE) excavation analyses can result in inaccurate numerical solutions, and therefore it is necessary to determine a reasonable model width in such analyses to minimize boundary-induced numerical inaccuracies. In current practice, this appropriate FE model width is often based on engineering judgment without objective criteria. However, overly narrow model width will yield incorrect numerical solution, and overly wide model width will result in unnecessary waste of computation resources. Furthermore, the actual mesh-induced error is unknown in such practice. In this work, parametric studies on massive amount of FE models were conducted in order to establish relationships between model parameters and mesh-boundary induced errors. Through regression analyses, an empirical correlation were obtained and suggested to assist engineers in determining model width. The suggested empirical correlation can also be used to get a quantitative understanding of mesh-induced errors.

    論文摘要 I ABSTRACT III 致 謝 V 目 錄 VII 圖 目 錄 IX 表 目 錄 XIII 第一章 緒論 1 1-1 研究動機與目的 1 1-2 論文架構 2 第二章 文獻回顧 5 2-1 開挖之有限元素模型建立之考慮因素 5 2-2 無限元素 12 第三章 研究架構 17 3-1 整體研究流程 17 3-2 開挖案例探討與資料整理 18 3-3 開挖模型的建立基準準則 19 3-4 ABAQUS有限元素分析軟體 22 3-5 經驗公式之制定 23 第四章 實作方法 27 4-1 分析模型建立 28 4-1-1 建立網格 28 4-1-2 材料參數詳細設定 32 4-1-3 開挖分析步驟 35 4-1-4 模型輸入檔建立 37 4-2 分析計算 38 4-3 資料整理 39 4-3-1 讀檔程式 39 4-3-2 Excel VBA 40 第五章 黏土中之邊界效應探討 43 5-1 各變因對分析結果之影響 43 5-1-1 地表沉陷 44 5-1-2 連續壁的整體彎矩 51 5-1-3 連續壁側向位移 57 5-2 分析結果驗證 63 5-3 各變因與誤差百分比探討 67 5-3-1 分析結果初步篩選 67 5-3-2 最大地表沉陷量誤差百分比探討 72 5-3-3 變因與最大連續壁彎矩誤差百分比 81 5-3-4 變因與最大連續壁側向位移誤差百分比 87 5-3-5 小結 92 5-4 迴歸分析與經驗公式制定 96 5-4-1 變因與最大地表沉陷之迴歸分析 96 5-4-2 變因與最大連續壁彎矩之迴歸分析 98 5-4-3 變因與最大連續壁側向位移之迴歸分析 99 5-5 實例探討 101 5-6 討論與結論 102 第六章 結論與建議 105 6-1 結論 105 6-2 建議 107 參考文獻 108

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