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研究生:蔡騰德
研究生(外文):Teng-Der Tsai
論文名稱:濾波器技術於多階段拓樸最佳化方法之應用
論文名稱(外文):Applications of Filter Techniques in Multi-staged Topology Optimizations
指導教授:鄭志鈞
指導教授(外文):Chin-Chun Cheng
學位類別:碩士
校院名稱:國立中正大學
系所名稱:機械系
學門:工程學門
學類:機械工程學類
論文種類:學術論文
論文出版年:2005
畢業學年度:93
語文別:中文
論文頁數:90
中文關鍵詞:拓樸最佳化
外文關鍵詞:topology optimization
相關次數:
  • 被引用被引用:1
  • 點閱點閱:268
  • 評分評分:
  • 下載下載:23
  • 收藏至我的研究室書目清單書目收藏:1
本文發展多階段拓樸最佳化技術從事結構靜、動態拓樸最佳化設計,其中結合密度指數遞增法以提升拓樸明確程度;以濾波器技術解決棋盤現象與網格依賴問題;改良適應性網格化技術以求得更細緻邊界之拓樸圖形;應用Bezier-curve之拓樸模組以消除動態結構時人工模態現象;文中除有傳統靜、動態拓樸最佳化設計範例外,更將所發展之技術推廣至結構支撐最佳化設計。最後本文整合各項技術成為一自動化的流程,以提供使用者一易於使用的拓樸最佳化設計工具。
The thesis focuses on how to design a structure for a minimal compliance and for highest natural frequencies by using the multi-stage topology optimization technique. Several techniques are utilized to overcome the difficulties encountered in the topology optimization. For example, the fixed-size filter technique is used to overcome the checkerboard and mesh-dependency problems. The Bezier-curve method is utilized to avoid the occurrence of the artificial modes in the problem of maximizing the structural natural frequencies. All the techniques are integrated into a single program and this program provides an automatic and user-friendly design tool for engineers. Several examples of minimizing the structural compliance and maximizing the natural frequencies subject to a limited material are given to demonstrate the effectiveness of this design tool.
第一章 緒論 9
1-1 前言 9
1-2 研究動機與目的 10
第二章 拓樸演進概述 11
2-1 文獻回顧 11
2-1-1 拓樸最佳化 11
2-1-2 均質化法 12
2-1-3 密度函數法 13
2-1-4 其他應用 16
2-1-5 文獻回顧總結 19
2-2 研究方法 20
第三章 拓樸最佳化設計 21
3-1 拓樸演算法概述 21
3-2 基本理論 22
3-2-1 傳統拓樸最佳化設計之流程 22
3-2-2 多階段拓樸最佳化設計之流程 23
3-3 理論分析 29
3-3-1 靜態目標函數與靈敏度分析 29
3-3-2 動態目標函數與靈敏度分析 30
3-3-3 靜動態結構拓樸之多重目標函數與靈敏度推導 31
第四章 濾波器技術之應用 33
4-1 梯度濾波器 33
4-1-1 棋盤現象 33
4-1-2 梯度非線性濾波器 33
4-1-3 梯度濾波器技術之範例 36
4-2 尺寸濾波器技術(FIX-SIZE-FILTER) 39
4-2-1 網格化問題(Mesh-dependency) 39
4-2-2 尺寸濾波器之原理 39
4-2-3 尺寸濾波器應用範例 41
第五章 邊界細緻化技術 44
5-1 傳統邊界細緻化 44
5-1-1 邊界鋸齒狀問題 44
5-2 改良之邊界細緻化方法 45
5-3 邊界拓樸細緻化之範例 47
第六章 提昇自然頻率之多階段拓樸最佳化 50
6-1 人工模態(ARTIFICIAL MODES) 50
6-2 使用 B-CURVE 之拓樸模組 51
6-3 消除人工模態之範例 52
第七章 多階段結構支撐拓樸最佳化設計 56
7-1 結構支撐拓樸設計 56
7-2 靜態支撐元素應用範例 57
第八章 結構拓樸設計應用範例 59
8-1 多階段拓樸最佳化之流程 59
8-2 結構靜態支撐設計應用範例 63
8-3 三維結構靜態支撐設計應用範例 66
8-4 提升自然頻率之結構支撐拓樸設計應用範例 70
第九章 總結與未來展望 75
9-1 總結 75
9-2 檢討與未來展望 76
9-2-1 尚待解決問題 76
9-2-2 未來發展趨勢 76
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