Title:
Boundary element analysis of cracks in shear deformable plates and shells
Personal Author:
Series:
Topics in engineering ; 43
Publication Information:
Southampton, UK : WIT Press, 2002
Physical Description:
250 p. : ill. ; 25 cm.
ISBN:
9781853129506
Available:*
Library | Item Barcode | Call Number | Material Type | Item Category 1 | Status |
---|---|---|---|---|---|
Searching... | 30000010167328 | TA660.P6 D57 2002 | Open Access Book | Book | Searching... |
On Order
Summary
Summary
Illustrated throughout, this book presents a new set of boundary element formulations for the solution of bending problems in plates and shells. The book is part of the Topics in Engineering series.
Table of Contents
Preface | p. ix |
List of Notations | p. xv |
Chapter 1 Introduction | p. 1 |
1.1 General | p. 1 |
1.2 Numerical Models for Fracture Mechanics Analysis of Plates and Shells | p. 5 |
1.3 Overview of the Present Work | p. 7 |
Chapter 2 Basic Concepts | p. 9 |
2.1 Introduction | p. 9 |
2.2 Basic Definitions of Shallow Shells | p. 9 |
2.3 Governing Equations of Shallow Shells | p. 12 |
2.3.1 Strain-displacement relationships | p. 12 |
2.3.2 Stress resultants and stress couples | p. 14 |
2.3.3 Equilibrium equations | p. 17 |
2.3.4 Stress resultant-strain relationships | p. 19 |
2.3.5 Stress resultant-displacement relationships | p. 20 |
2.3.6 Equilibrium equations in term of displacements | p. 20 |
2.4 Governing Equations of Flat Plates | p. 21 |
2.4.1 Stress resultants and stress couples | p. 21 |
2.4.2 Strain-displacement relationships | p. 22 |
2.4.3 Equilibrium equations | p. 22 |
2.4.4 Stress resultant-strain relationships | p. 23 |
2.4.5 Equilibrium equations in terms of displacements | p. 24 |
2.5 Basic Concepts of Fracture Mechanics | p. 24 |
2.5.1 Crack tip elastic fields | p. 25 |
2.5.2 Stress resultant intensity factors evaluation | p. 27 |
2.5.3 J-integral | p. 29 |
2.5.4 Fatigue crack growth | p. 30 |
2.5.5 Crack growth direction | p. 31 |
2.6 Note on Classical Plate and Shell Theories | p. 31 |
2.7 Summary | p. 33 |
Chapter 3 The Boundary Element Method | p. 35 |
3.1 Introduction | p. 35 |
3.2 The Integral Representations | p. 37 |
3.2.1 Rotations and out-of-plane displacement integral representations | p. 39 |
3.2.2 Fundamental solutions | p. 43 |
3.2.3 In-plane displacements integral representations | p. 44 |
3.2.4 Fundamental solutions | p. 47 |
3.3 Boundary Integral Equations | p. 47 |
3.4 Numerical Implementation | p. 50 |
3.4.1 Discretisation | p. 50 |
3.4.2 Treatment of singularities | p. 54 |
3.4.3 Boundary conditions | p. 55 |
3.5 Transformation of Domain Integrals | p. 56 |
3.6 Internal Stress Resultants | p. 59 |
3.7 Evaluation of Boundary Stress Resultants | p. 61 |
3.8 Boundary Integrals of Shear Deformable Plate Bending and Two-Dimensional Plane Stress | p. 63 |
3.9 Numerical Examples | p. 64 |
3.9.1 Circular shallow spherical shells: uniformly loaded | p. 64 |
3.9.2 Circular shallow spherical shells with a hole in the centre | p. 68 |
3.9.3 A simply supported square shallow spherical shell: uniformly loaded | p. 70 |
3.9.4 A simply supported square shallow cylindrical shell: uniformly loaded | p. 76 |
3.9.5 A rectangular plate with a rectangular opening | p. 78 |
3.10 Summary | p. 81 |
Chapter 4 Hypersingular Integral Equations | p. 83 |
4.1 Introduction | p. 83 |
4.2 Hypersingular Integral Equations for Shear Deformable Shallow Shells | p. 83 |
4.3 The Traction Integral Equations | p. 86 |
4.4 Evaluation of Domain Integrals Using the Dual Reciprocity Technique | p. 87 |
4.5 Numerical Implementation | p. 89 |
4.5.1 Treatment of singularities | p. 91 |
4.6 Traction Integral Equations of Shear Deformable Plate Bending and Two-Dimensional Plane Stress | p. 93 |
4.7 Summary | p. 94 |
Chapter 5 The Dual Boundary Element Method | p. 97 |
5.1 Introduction | p. 97 |
5.2 The Dual Boundary Integral Equations | p. 97 |
5.2.1 Shallow shell problems | p. 98 |
5.2.2 Plate bending and tension problems | p. 105 |
5.3 Numerical Implementation | p. 106 |
5.3.1 Crack modelling strategy | p. 106 |
5.3.2 Special crack-tip elements | p. 108 |
5.3.3 Discretisation strategy | p. 108 |
5.3.4 Modelling consideration of the dual reciprocity technique | p. 109 |
5.3.5 Treatment of the singularities | p. 110 |
5.4 Stress Resultant Intensity Factors Evaluation | p. 110 |
5.4.1 The crack surface displacements extrapolation technique (CSDE) | p. 111 |
5.4.2 The J-integral technique | p. 112 |
5.5 Numerical Examples | p. 115 |
5.5.1 A rectangular plate with a centre crack loaded by bending and tension | p. 115 |
5.5.2 A simply supported square plate with a centre crack: uniform pressure | p. 118 |
5.5.3 A plate with symmetric double edge cracks | p. 120 |
5.5.4 A plate with an edge crack | p. 123 |
5.5.5 A single crack emanating from a hole in a finite width plate | p. 123 |
5.5.6 Two symmetric cracks emanating from a hole in a finite width plate | p. 125 |
5.5.7 An infinite plate with a slant centre crack loaded by bending and bi-axial tension | p. 130 |
5.5.8 Clamped and simply supported square spherical shells with a centre crack: uniformly loaded | p. 133 |
5.5.9 Clamped and simply supported square cylindrical shells with a centre crack: uniformly loaded | p. 140 |
5.5.10 Symmetric cracks emanating from a hole in a square cylindrical shell | p. 148 |
5.6 Summary | p. 148 |
Chapter 6 Crack Growth Simulation | p. 151 |
6.1 Introduction | p. 151 |
6.2 Crack Growth Simulation | p. 152 |
6.2.1 Crack propagation direction | p. 153 |
6.2.2 Fatigue life prediction | p. 155 |
6.2.3 Multiple cracks growth simulation | p. 156 |
6.2.4 Computational procedure | p. 157 |
6.3 Numerical examples | p. 158 |
6.3.1 A rectangular plate with a centre crack loaded by bending and tension | p. 158 |
6.3.2 An infinite plate with a slant centre crack loaded by bending and bi-axial tension | p. 160 |
6.3.3 A rectangular plate with symmetric edge cracks loaded by torsion and tension | p. 162 |
6.3.4 Multiple site damage problem of a plate with three holes | p. 164 |
6.3.5 Crack propagation in a cylindrical shell | p. 169 |
6.3.6 Crack propagation in a spherical shell | p. 172 |
6.4 Summary | p. 177 |
Chapter 7 A Multi-Domain BEM Formulation for Assembled Plate-Structures | p. 179 |
7.1 Introduction | p. 179 |
7.2 Multi-Region Formulation of Plate Structure | p. 179 |
7.3 Numerical Examples | p. 182 |
7.3.1 A cantilever plate with variable thickness and modulus of elasticity | p. 183 |
7.3.2 An L-shape plate structure | p. 184 |
7.3.3 A cantilever box subjected to bending and torsion | p. 186 |
7.3.4 A quarter of a long cylinder, clamped and loaded by internal pressure | p. 189 |
7.3.5 A cantilever box with a centre crack on the upper skin, subjected to bending | p. 190 |
7.4 Summary | p. 193 |
Chapter 8 Conclusions and Future Work | p. 195 |
8.1 Conclusions | p. 195 |
8.2 Future Research | p. 197 |
References | p. 198 |
Appendix A Evaluation of Modified Bessel Functions | p. 211 |
A.1 Polynomial Approximations of I[subscript 0] (x) | p. 211 |
A.2 Polynomial Approximations of I[subscript 1] (x) | p. 212 |
A.3 Polynomial Approximations of K[subscript 0] (x) | p. 213 |
A.4 Polynomial Approximations of K[subscript 1] (x) | p. 213 |
Appendix B The Limits and Jump Terms of the Integral Equations for Shallow Shells | p. 215 |
B.1 The Displacement Integral Equations | p. 215 |
B.2 The Bending Stress Resultant Integral Equations | p. 217 |
B.3 The Shear Stress Resultant Integral Equation | p. 220 |
B.4 The Membrane Stress Resultant Integral Equations | p. 222 |
Appendix C Treatment of Singularities | p. 227 |
C.1 Bi-cubic Nonlinear Coordinate Transformation | p. 227 |
C.2 Singularity SubstractionMethod | p. 228 |
C.2.1 Strongly singular integrals | p. 228 |
C.2.2 Hypersingular integrals | p. 232 |
C.3 Analytical Integration of Membrane Fundamental Solutions | p. 237 |
C.4 Triangle to Square Transformation | p. 238 |
Appendix D Particular solutions | p. 241 |
D.1 Particular solutions for two-dimensional plane stress | p. 241 |
D.2 Particular solutions for plate bending | p. 243 |
Appendix E Decompositions for the J- Integral Technique | p. 247 |