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研究生: 翁昌誠
Weng, Chang-Cheng
論文名稱: 高溫環境下鋼構架之非彈性大變形分析
指導教授: 邱耀正
Chiou, Yaw-Jeng
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: 2004
畢業學年度: 92
語文別: 中文
論文頁數: 90
中文關鍵詞: 高溫
相關次數: 點閱:54下載:3
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  •   本文應用改良式顯性有限元素法Convected Material Frame (C.M.F.) Approach,來進行非線彈性材料之結構大變形分析,文中針對非線彈性結構於材料組成律中分別考慮塑性應變、溫度應變及潛變,建立一套非彈性變形的分析方法,進而探討非彈性結構在常溫及高溫環境下的大變形行為。

      C.M.F. Approach 將結構物化成有限個元素的集合,並在分析中取前後分析時間點的變形差,來求解元素上的應力應變關係,再利用虛功原理並配合顯性積分法,以求解結構物在各歷時的變位、速度和加速度;而在結構材料性質方面,由於非線彈性的應力應變關係不再是單純的線性關係,因此須考慮元素的實際應力應變的情況來求解。

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    摘要 Ⅰ 目錄 Ⅱ 圖目錄 Ⅳ 第一章 緒論 1 1.1 前言 1 1.2 研究動機 2 1.3 文獻回顧 3 第二章 分析方法 5 2.1 Convected Material Frame (C.M.F.) Approach 6 2.2 非彈性材料 23 第三章 火場環境分析模式 27 3.1 火場環境結構物之分析 27 3.2 火場環境下結構行為 28 3.3 火災情況可接受之破壞準則 29 第四章 數值範例 32 第五章 結論與結論 38 5.1 討論 38 5.2 結論與建議 40 參考文獻 86 附錄A 90

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