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博碩士論文 etd-0624101-212943 詳細資訊
Title page for etd-0624101-212943
論文名稱
Title
數值解析碳纖維/聚二醚酮複合材料積層板殘留強度
Numerical Analysis of Residual Strength in AS-4/PEEK Composite Laminates
系所名稱
Department
畢業學年期
Year, semester
語文別
Language
學位類別
Degree
頁數
Number of pages
81
研究生
Author
指導教授
Advisor
召集委員
Convenor
口試委員
Advisory Committee
口試日期
Date of Exam
2001-06-08
繳交日期
Date of Submission
2001-06-24
關鍵字
Keywords
殘留強度、疲勞、積層板、複材、數值解析
Fatigue, Residual Strength, Laminates, Composites, Numerical Analysis
統計
Statistics
本論文已被瀏覽 5673 次,被下載 28
The thesis/dissertation has been browsed 5673 times, has been downloaded 28 times.
中文摘要
本論文旨在利用數值解析方法預測複材積層板承受疲勞作用後殘留勁度及殘留強度,並配合實驗工作,進行互相比較與驗證。因為複材性質複雜,具有非均質性及異向性,在疲勞作用時,其數據較傳統金屬材料更為散亂,故有關疲勞之複材機械性能,目前尚無統一之理論模式,大多採用半經驗-半理論之公式,配合一些特定之材料性質參數來模擬。本論文期望往後能盡量節省實驗工作所需之人力、財力及時間,而同樣能預測出精確之結果。
在數值解析方面,利用ANSYS套裝軟體建立鑽孔及平板十字疊[0/90]4s、類似均向疊[0/+45/90/-45]2s之三維有限元素切割模型,以軟體內建之Tsai-Wu法則判斷複材之破壞,分別求得平板及鑽孔平板之極限強度,並配合Miner’s Rule求得疲勞損傷,假設疲勞振次損傷等於勁度損傷及強度損傷,以求得複材殘留勁度及殘留強度,並與現有實驗結果比較之。
由分析結果得知,複材積層平板極限強度數值解十字疊誤差3.84%,類似均向疊誤差約8.38%。中央鑽孔積層板極限強度數值解十字疊誤差0.4%,類似均向疊之誤差則高達22.4%。在疲勞振幅作用下,平板十字疊及類似均向疊之殘留勁度及殘留強度會隨著疲勞週次之增加而遞減,其遞減速率在起始階段較為緩慢,而在接近破壞之最後階段則頗為快速,以60% 極限強度較能有效預測殘留強度,80% 則較保守。
Abstract
The purpose of thesis is aimed to predict the residual stiffness and residual strength of a composite laminate by adopting the method of cumulative damage theories numerically. In association with the experimental work the numerical result can be verified in comparison. The fatigue data in composites are well known more scattered than those in conventional metals, because the material properties are complicated due to nonhomogeneity and anisotropy. Until now there exists very few unified theories to model composite fatigue properties. Most of them are semi-empirical expressions fitted by selecting material characteristic values. This work tries to make a precise prediction with hopefully saving time, money and manpower in future experiments.

On the aspect of numerical analysis, we employ finite element method incorporated with the software of ANSYS to generate 3-D finite element model and obtain the ultimate stress of cross-ply [0/90]4s and quasi-isotropic [0/+45/90/-45] laminates by Tsai-Wu failure criterion. It is assumed that the damage due to fatigue cycles is equal to the damage of stiffness and strength, in association with Miner’s Rule and cumulative damage theories we obtain the residual stiffness and strength. The numerical result in comparison with the available empirical data is found acceptably well.
Finally, this study can be concluded as follows. The error of ultimate stress is 3.84 % in cross-ply[0/90]4s , and 8.38 % in quasi-isotropic[0/45/90/-45]2s laminates. The error of ultimate stress in centrally notched cross-ply[0/90]4s is 0.4 %, and 22.4 % in centrally notched quasi-isotropic laminates. As the fatigue cycles increasing, the residual stiffness and residual strength of the laminates are all decreasing. The decreasing rate is very slight at first and intermediate stages, whilst it is much faster near the last stage. It is found that the prediction of residual strength is more accurate in the case of maximum stress of 60% ultimate stress than that of 80% ultimate stress.

目次 Table of Contents
目錄 …………………………………………………………I
表目錄…………………………………………………….III
圖目錄 …………………………………………………….V
摘要 ……………………………………………………IX
英文摘要……………………………………………………X
第一章 緒論 …………………………………………1
1-1 研究動機……………………………………1
1-2 複合材料概述 ……………………………2
1-3 文獻回顧 …………………………………4
1-4 組織與章節 ………………………………7
第二章 理論與數值分析……………………………….9
2-1 前言 ……………………………………..9
2-2 破壞規範 …………………………………10
2-3 累積損傷理論 ……………………….…13
2-4 ANSYS軟體介紹……………………….……16
2-5 有限元素模型的建立 ……………….…17
第三章 結果與分析……………………………………27
3-1 前言 …………………………………….27
3-2 模型準確性評估………………………….27
3-3.1 複材積層平板極限強度 …………….29
3-3.2 中央鑽孔複材積層板極限強度……….31
3-4 複材積層平板殘留勁度及強度……….32
第四章 討論……………………………………………70
4-1 前言……………………………………….70
4-2 極限強度之討論………………………….71
4-3 殘留強度之討論………………………….73
第五章 結論與建議……………………………………76
5-1 結論……………………………………….76
5-2 建議……………………………………….77
參考文獻 ……………………………………………….79
參考文獻 References
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