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研究生: 李凱元
Yuan, Lee-Kai
論文名稱: 開孔纖維複材疊層板受單軸壓力之非線性破壞分析
NONLINEAR FAILURE ANALYSIS MODEL FOR NOTCHED FIBER-REINFORCED COMPOSITE LAMINATE UNDER UNIAXIAL COMPRESSIVE LOAD
指導教授: 胡宣德
Hu, Hsuan-Teh
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: 131
中文關鍵詞: 非線性複材疊層板
外文關鍵詞: composite laminate, nonlinear
相關次數: 點閱:65下載:2
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  •   在本篇研究當中,使用一套非線性破壞分析模式,針對纖維加強開孔複合材料疊層板承受單軸壓力作用下,進行材料之破壞預測及分析探討。此非線性破壞分析模式包含三部分:材料破壞前的非線性組成律、預測破壞時機的混合破壞準則以及後破壞分析模式。

      對於開孔複材單層板破壞前之非線性行為模擬,係假設材料在軸向及側向均為彈性-塑性行為,而面內剪力則使用定值剪力參數來描述之。至於破壞時機之判斷,則使用了結合Tsai-Wu破壞準則及最大應力準則之混合破壞準則作依據。最後,在後破壞行為中,對單層板軸向及剪力之行為假設成脆性破壞模式,而側向則採用逐降模式模擬之。

      最後,對於該非線性破壞分析模式所預測之結果,將分別與開孔複材疊層板之實驗數據結果做比較,以證明纖維加強開孔複合材料疊層板在單軸壓力作用下,本文所建議之分析模式正確且合理。

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    目 錄 章節 頁次 摘要..............................................................Ⅰ 誌謝..............................................................Ⅱ 目錄..............................................................Ⅲ 圖目錄............................................................Ⅵ 符號說明.........................................................ⅩⅠ 第一章 序論.......................................................1 1.1 研究動機..................................................1 1.2 研究領域..................................................1 1.3 研究主題及目的..............................................4 第二章 複材疊層板之基本分析模式...................................7 2.1 前言......................................................7 2.2 正向單層板之線性應力應變關係..............................8 2.3 正向單層板之非線性分析模式...............................10 2.4 單層板在任意座標之非線性應力應變關係.....................11 第三章 破壞準則與理論之回顧......................................14 3.1 前言.....................................................14 3.2 破壞準則.................................................14 3.3 極限理論.................................................15 3.3.1 最大應力理論.......................................15 3.3.2 最大應變理論.......................................15 3.4 應變能理論...............................................19 3.4.1 von Mises等向降伏準則..............................19 3.4.2 Tsai-Hill破壞準則..................................20 3.5 多項式理論...............................................22 3.5.1 Hoffman破壞理論....................................22 3.5.2 Tsai-Wu破壞理論....................................24 3.6 直接模式運算理論.........................................26 3.6.1 Hashin-Rotem破壞準則...............................27 3.6.2 Hashin破壞準則.....................................29 3.6.3 Lee破壞準則........................................30 3.6.4 Chang破壞準則......................................32 3.6.5 Edge破壞準則.......................................33 第四章 建議之非線性破壞分析模式................................. 36 4.1 非線性破壞分析模式之敘述.................................36 4.2 破壞前之非線性組成律.....................................37 4.3 混合破壞準則.............................................38 4.4 後破壞模式...............................................39 4.5 複材疊層板之控制方程式...................................41 4.6 正規化應力及破壞貢獻度...................................42 第五章 數值分析結果..............................................44 5.1 前言.....................................................44 5.2 數值分析模型、方法與材料性質之描述.......................46 5.2.1 數值分析模型與方法.................................46 5.2.2 材料之基本性質.....................................47 5.3 非線性破壞分析模式之確認與收斂性分析.....................48 5.4 單孔複合材料疊層板.......................................50 5.4.1 應力集中現象.......................................50 5.4.2 W/D的影響..........................................51 5.4.3 對稱正交型(symmetric cross-ply)疊層板..............52 5.4.4 對稱角交型(symmetric angle-ply)疊層板..............53 5.5 雙孔複合材料疊層板.......................................55 5.5.1 E/D的影響..........................................56 5.5.2 Φ的影響............................................57 第六章 結論與建議................................................59 6.1 結論.....................................................59 6.2 建議.....................................................61 參考文獻..........................................................62 附圖..............................................................66 附錄.............................................................118 附錄A Fortran Subroutine-Mixed Failure Criterion................119 附錄B ABAQUS Program Input File.................................131

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