簡易檢索 / 詳目顯示

研究生: 張建凡
Jiann-Farn Chang
論文名稱: 連續體結構拓樸最佳化為基之三維自動桁架最佳型態建立技術
Continuum Topology Optimization Based 3D Automatic Optimal Truss Configuration Generation Techniques
指導教授: 林其禹
Chyi-Yeu Lin
口試委員: 李維楨
Wei-chen Lee
史建中
Chien-Jong Shih
學位類別: 碩士
Master
系所名稱: 工程學院 - 機械工程系
Department of Mechanical Engineering
論文出版年: 2006
畢業學年度: 95
語文別: 中文
論文頁數: 62
中文關鍵詞: 拓樸最佳化三維細化桁架
外文關鍵詞: 3D thinning, topology optimization, truss
相關次數: 點閱:220下載:2
分享至:
查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報
  • 本論文提出一套以連續體結構拓樸最佳化為基礎之三維自動桁架建立技術,目的在於計算出一個桁架結構初始設計資料,以期望未來可經由戴伯勳(2006)所發展的3D桁架最佳化設計平台,來自動並快速地獲得一個最佳的桁架結構設計。此技術的重點在於針對三維連續體拓樸結構作細化骨架的處理,並透過吾人發展的自動搜尋節點及桿件連接性判斷的技術,自動地在設計空間內之任意位置定義出桁架之自由節點,再依桿件連續性定義出整個桁架結構。在發展此套技術之同時,本文亦提出了Lin and Chang 三維細化方法,於本文中也有所應用。


    This research proposes continuum topology optimization based 3D automatic truss configuration generation techniques. The designer defines the structural space, the external loading, and the boundary conditions, and the topology optimization provides the optimal topology for the design problem. When the topology is a skeleton-like structure, the 3D automatic truss configuration generation techniques will take over transfer the topology into a suitable truss model. The transformation involves the structure thinning process and the node-and-bar interpretation processes. The Lin and Chang 3D thinning algorithm was developed so as to conduct the structure thinning process in an effective manner. After the truss model is defined, the truss optimization problem can be followed in an automatic manner.

    摘要 目錄 圖表目錄 第一章 緒論 第二章 結構拓樸最佳化 第三章 三維結構之細化處理 第四章 三維拓樸結構轉桁架結構之技術 第五章 執行範例 第六章 結論與建議 參考文獻

    Bendse, M. P. and Haber, R. B. (1993):“The Michell Layout Problem as a Low Volume Fraction Limit of the Perforated Plate Topology Optimization Problem: an Asymptotic Study,” Structural Optimization, Vol. 6, pp. 263-267.

    Bendse, M. P. and Haber, R. B. (1993):“The Michell Layout Problem as a Low Volume Fraction Limit of the Perforated Plate Topology Optimization Problem: an Asymptotic Study,” Structural Optimization, Vol. 6, pp. 263-267.

    Bremicker, M., Chirehdast, M., Kikuchi, N. and Papalambros, P. Y. (1991):“Integrated Topology and Shape Optimization in Structural Design,” Mechanics of Structures and Machines., Vol. 19, No. 4, pp. 551-587.

    Kirsch, U. (1981):Optimum structural design :concepts, methods, and applications, New York , McGraw-Hill.

    Ma, C. M. and Sonka, M. (1996) :“A fully parallel 3D thinning algorithm and its applications, ”Computer Vision And Image Understanding, Vol. 64, No. 3, pp. 420-433.

    Michell, A. G. M. (1904):“The Limits of Economy of Material in Framed Structures,” Philosophy Magazine, Series 6, Vol. 8, pp. 589-597.

    Mlejenk, H. P. (1992):“Some Aspects of the Genesis of Structures,” Structural Optimization, Vol. 5, pp. 64-69.

    Mlejnek, H. P. and Schirrmacher, R. (1993):“An Engineer’s Approach to Optimal Material Distribution and Shape Finding,” Computer Method in Applied Mechanics and Engineering, Vol. 106, pp. 1-26.

    Papalambros, P. Y. and Chirehdast, M. (1990):“An Integrated Environment for Structural Configuration Design,” Journal of Engineering Design, Vol. 1, No. 1, pp. 73-96.

    Suzuki, K. and Kikuchi, N. (1991):“A Homogenization Method for Shape and Topology Optimization,” Computer Method in Applied Mechanics and Engineering, Vol. 93, pp. 291-318.

    Thomsen, J. (1992):“Topology Optimization of Structures Composed of One or Two Materials,” Structural Optimization, Vol. 5, pp. 108-115.

    Wang, T. and Basu, A. (2005):“An improved fully parallel 3D thinning algorithm,” Department of Computing Science, University of Alberta.

    Vanderplaats, G. N. (1993):Numerical Optimization Techniques for Engineering Design, McGraw-Hill.

    Zhang, S. and Fu K. S. (1984):“A Thinning Algorithm for Discrete Binary Images,” Proceedings of the International Conference on Computer and Application, Beijing, China, pp. 879-886.

    沈健治 (2005): “視窗介面之2D桁架設計與最佳化平台,” 碩士論文, 台灣科技大學.

    林信宏 (2000):“以類神經網路為基之結構拓樸辨識技術,” 碩士論文, 台灣科技大學.

    周政男 (1997):“拓樸最佳化與形狀最佳化整合系統之研究,” 碩士論文, 台灣科技大學.

    許芳明 (2004): “應力為基之迭代式拓樸最佳化,” 研究報告, 台灣科技大學.

    黃仲偉 (2002):“結合拓樸最佳化之壓拉桿模型理論與軟體開發” 博士論文, 台灣大學, 土木工程學研究所.

    鄒宇新 (2000):“以最佳結構拓樸為基之形狀最佳化技術,” 碩士論文, 台灣科技大學.

    趙立祥 (1999):“整合拓樸與形狀最佳化之自動化技術,” 碩士論文, 台灣科技大學.

    鄭東堯 (2005):“連續體結構拓撲最佳化為基之自動化桁架最佳型型態建立技術,” 碩士論文, 台灣科技大學.

    戴伯勳 (2006):“3D桁架最佳化設計平台,” 碩士論文, 台灣科技大學.

    QR CODE