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研究生: 陳志豪
Chen, Chih-Hao
論文名稱: 複合楔形體之反平面剪力變形分析
Analysis of Composite Wedges under Anti-Plane Shear Deformation
指導教授: 王建力
Wang, Chein-Lee
學位類別: 博士
Doctor
系所名稱: 工學院 - 資源工程學系
Department of Resources Engineering
論文出版年: 2009
畢業學年度: 97
語文別: 英文
論文頁數: 226
中文關鍵詞: 應變能密度應力強度因子III型裂紋反平面剪力楔形
外文關鍵詞: Wedge, Anti-Plane Shear, Mode III, Crack, Strain Energy Density, Stress Intensity Factor
相關次數: 點閱:127下載:2
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  • 本研究分析複合楔形體承受反平面剪力之變形問題。將楔形體考慮成一具有有限長半徑之扇形,利用有限梅林 (finite Mellin) 及拉氏 (Laplace) 積分變換法求解。探討的兩種複合楔形問題:雙層結合扇形、具有一裂紋終止於結合界面之結合扇形,承受反平面剪力作用於扇形之弧線上。解析此兩楔形相關問題之位移場及應力場,並推求其廣義應力強度因子、延伸 (extended) 應力強度因子、應變能密度及能量釋放率。結果顯示,位移與材料參數的數值有關,而應力及應力強度因子則與材料參數之比例有關,故單一材料之應力強度因子與材料參數無關。當雙材料之楔形角相等、作用力施加的角度相等,且軸向為自由邊界或固定邊界時,可將此複合楔形問題考慮成兩單一材料楔形問題,其結合界面之位移為零。利用高階項位移及應力解求得之應變能密度發現,應變能密度破壞準則不適用於本研究相關之裂紋發展問題,而以延伸應力強度因子配合最大剪力準則則計算出裂紋可能沿結合界面或沿一與楔形角度及材料參數相關之特定角度發展。另外,由能量釋放率計算結果驗證其與應力強度因子的關係。最後將結果退化成具有相等楔形角之複合楔形體,在承受一般剪應力作用下,比較解析結果與有限元素分析結果,比較結果良好。

    This study investigates problems of a composite wedge with a finite radius under anti-plane shear deformation. Two groups of wedge problem are considered: a perfectly bonded wedge and a circular shaft with a crack terminated at the interface; both problems are subjected to a pair of anti-plane shear loads on their arcs with various radial conditions. A solution procedure that applies a finite Mellin transform of the second kind in conjunction with the Laplace transform is proposed to derive analytical displacements and stress fields for the entire wedge. Explicit solutions for various cases are presented. It was found that if both the vertex and loading angles are fixed, free-free and clamped-clamped edge cases of the bonded wedge problem can be degenerated into single material cases for which the interface is clamped. Generalized and extended stress intensity factors (SIFs) are extracted from the obtained stress fields. An investigation of the generalized SIF shows that it depends not only on the values of the geometric and loading parameters, but also on the proportion of the material properties; thus, the generalized SIF is independent of the material properties for a single-material wedge. Using the extended SIFs applied to the maximum shear stress criterion for crack problems, the crack initiation can be calculated either in the direction along the interface or along a particular direction in front of the crack tip as long as the SIF in the direction exceeds its critical value. In addition, the strain energy density (SED) for the corresponding crack problems is calculated and discussed. It is demonstrated that the SED criterion cannot be used to predict the crack initiation direction for the studied cases when the higher-order terms of stress expansions are taken into account. The energy release rate (G) for an interfacial crack problem is calculated and its relationship with the SIF is verified. Some degenerate solutions are presented and used as weighted functions for the general loading cases. Finite element analyses are implemented to compare the analytical results, and good agreement is achieved.

    摘要 I Abstract II Acknowledgements IV Table of Contents V List of Tables VIII List of Figures IX Nomenclature XV Chapter 1 Introduction 1 1.1 Background 1 1.2 Problem Statement 5 1.3 Objective and Scope 8 1.4 Literature Review 9 1.5 Layout of this Thesis 22 Chapter 2 Theory and Methodology 23 2.1 Basic Equations 23 2.2 Mellin Transform 26 2.3 Laplace Transform 28 2.4 Residue Theorem 29 Chapter 3 Solutions and Results 31 3.1 Solution Procedure 31 3.2 Problem Overview 32 3.3 Problem A (Composite Wedge with a Finite Radius) 36 3.3.1 Case 1: Traction-Traction-Free-Free (TTFF) 36 3.3.2 Case 2: Traction-Traction-Free-Clamped (TTFC) 44 3.3.3 Case 3: Traction-Traction-Clamped-Clamped (TTCC) 48 3.3.4 Case 4: Traction-Traction-Bonded-Bonded (TTBB) 51 3.3.5 Summary of Problem A 54 3.4 Problem B (Composite Circular Shaft with a Crack Terminated at the Interface) 57 3.4.1 Case 5: Traction-Traction-Free-Free-Free (TTFFF) 57 3.4.2 Case 6: Traction-Traction-Free-Free-Clamped (TTFFC) 63 3.4.3 Case 7: Traction-Traction-Free-Clamped-Clamped (TTFCC) 67 3.4.4 Case 8: Traction-Free-Traction-Free-Free (TFTFF) 70 3.4.5 Case 9: Traction-Free-Traction-Free-Clamped (TFTFC) 77 3.4.6 Case 10: Traction-Free-Traction-Clamped-Clamped (TFTCC) 80 3.4.7 Summary of Problem B 83 Chapter 4 Stress Intensity Factors 88 4.1 Problem A (Composite Wedge with a Finite Radius) 91 4.1.1 Case 1: Traction-Traction-Free-Free (TTFF) 91 4.1.2 Case 2: Traction-Traction-Free-Clamped (TTFC) 92 4.1.3 Case 3: Traction-Traction-Clamped-Clamped (TTCC) 95 4.2 Problem B (Composite Circular Shaft with a Crack Terminated at the Interface) 97 4.2.1 Case 5: Traction-Traction-Free-Free-Free (TTFFF) 97 4.2.2 Case 6: Traction-Traction-Free-Free-Clamped (TTFFC) 99 4.2.3 Case 7: Traction-Traction-Free-Clamped-Clamped (TTFCC) 101 4.2.4 Case 8: Traction-Free-Traction-Free-Free (TFTFF) 103 4.2.5 Case 9: Traction-Free-Traction-Free-Clamped (TFTFC) 105 4.2.6 Case 10: Traction-Free-Traction-Clamped-Clamped (TFTCC) 107 4.3 Composite Wedge with Equal Vertex Angles α=β 109 4.3.1 Case 1: TTFF with Vertex Angle α=β 109 4.3.2 Case 2: TTFC with Vertex Angle α=β 110 4.3.3 Case 3: TTCC with Vertex Angle α=β 112 4.4 Single-Material Wedge 115 4.4.1 Case 1: TTFF with μ1=μ2 115 4.4.2 Case 2: TTFC with μ1=μ2 115 4.5 Extended Stress Intensity Factors 117 4.5.1 Interfacial Crack Problems 117 4.5.2 Crack-Terminating Interface Problems 121 4.6 Summary 129 Chapter 5 Strain Energy Density and Energy Release Rate 131 5.1 Strain energy density (SED) 131 5.1.1 Interfacial Crack Problems 131 5.1.2 Crack-Terminating Interface Problems 135 5.2 Energy Release Rate (G) 143 5.3 Summary 145 Chapter 6 Degenerate Problems 147 6.1 Composite Wedge with Equal Vertex Angles 147 6.1.1 Case 1: TTFF with Vertex Angle α=β 147 6.1.2 Case 2: TTFC with Vertex Angle α=β 148 6.1.3 Case 3: TTCC with Vertex Angle α=β 149 6.2 Single-Material Wedge 157 6.2.1 Wedge with Free-Free Edge 157 6.2.2 Wedge with Free-Clamped Edge 159 6.2.3 Wedge with Clamped-Clamped Edge 160 6.2.4 A Cracked Circular Shaft with Anti-Symmetric Loadings 161 6.3 Summary 167 Chapter 7 Further Related Researches 168 7.1 Other Types of Materials 168 7.2 Mode III Fracture Toughness Test 169 Chapter 8 Summary and Conclusions 172 Appendix A Strain-Displacement Relations in Cylindrical Coordinates 176 Appendix B Finite Mellin Transform on a Laplace’s Operator 181 Appendix C Laplace Transform in the Tangential Direction of the Wedge 184 Appendix D J-integral of a Bi-Material Wedge in Mode III 187 Appendix E Explicit Solution Fields for the Single-Material Wedge 188 Appendix F Full-field Displacement and Stress Distributions of Composite Wedges with Finite Radii 197 References 213 VITA 224

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