| 研究生: |
涂家輝 Tu, Chia-Huei |
|---|---|
| 論文名稱: |
異向性雙合成材料之破壞力學性質分析 Fracture Mechanics Analysis of the Anisotropic Bi-material |
| 指導教授: |
陳昭旭
Chen, Chao-Shi |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 資源工程學系 Department of Resources Engineering |
| 論文出版年: | 2002 |
| 畢業學年度: | 90 |
| 語文別: | 中文 |
| 論文頁數: | 188 |
| 中文關鍵詞: | 應力強度子 、異向性雙合成材料 、初始開裂角度 、邊界元素分析程式(BEM) 、傳播路徑 |
| 外文關鍵詞: | initiation angle, stress intensity factors, anisotropic bi-materials, boundary element method (BEM), propagation path |
| 相關次數: | 點閱:158 下載:15 |
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摘 要
本研究以異向性線彈性理論配合雙合成材料之基本解、邊界積分方程式、裂縫尖端模式及最大張應力準則為理論基礎,藉以Fortran語言撰寫成BEM分析程式,其可成功的分析均向性及異向性雙合成材料,裂縫尖端之應力強度子、初始開裂角度與裂縫傳播路徑等裂縫開裂問題。為檢驗數值分析結果之可靠度,特別設計一雙合成材料巴西圓盤試體(水泥-石膏巴西圓盤,簡稱CG-Disk),進行混合模態載重之巴西試驗,並藉以高速攝影設備拍攝試體詳細破壞過程,以了解裂縫尖端動態行為及探討其破壞機制與裂縫傳播過程。其間發現實驗與BEM分析之比較結果非常吻合,且可成功地求得混合模態載重下裂縫尖端之應力強度因子與初始開裂角度,並證實本分析程式可準確預測裂縫實際之開裂與傳播行為。分析不同異向性程度之雙合成材料巴西圓盤,發現應力強度因子亦受材料異向性程度不同而有顯著的影響。
ABSTRACT
This study presents a single-domain boundary element method (BEM) for linear elastic fracture mechanics analysis in the 2-D anisotropic bi-material. In this formulation, the displacement integral equation is collocated on the uncracked boundary only, and the traction integral equation is collocated on one side of the crack surface only. The complete fundamental solution (Green’s function) for anisotropic bi-materials was also derived and implemented into the boundary integral formulation so the discretization along the interface can be avoided except for the interfacial crack part. A special crack-tip element was introduced to capture exactly the crack-tip behavior. A computer program with the FORTRAN language has been developed to effectively calculate the stress intensity factors, crack initiation angle, and propagation path of an anisotropic bi-material. This BEM program has been verified having a good accuracy with the previous researches. In addition, a gypsum-cement disk (G-C disc) specimen with a central crack was made to conduct the Brazilian test under diametrical loading. The result shows that the numerical analysis can predict relatively well the direction of crack initiation and the path of crack propagation.
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