Preface..................................................... V
About the Author............................................ VII
CHAPTER 1
Introduction of Finite ElementMethod............................. 1
1.1 Development Process of Finite ElementMethod ................. 1
1.2 Computation Procedure of Finite ElementMethod ............... 3
1.3 Main Contents of the Book................................. 5
1.4 Exercises...............................................6
CHAPTER 2
Fundamentals of Elasticity Mechanics.............................. 7
2.1 Displacements........................................... 8
2.2 Strains................................................ 9
2.3 Stresses................................................9
2.4 GeometricEquations...................................... 11
2.5 Constitutive Equations.................................... 12
2.6 Equilibrium Equations.................................... 14
2.6.1 Three-Dimensional Problems.......................... 14
2.6.2 Two-Dimensional Plane Stress and StrainProblems......... 14
2.6.3 Two-Dimensional Axisymmetric Problems................ 15
2.7 Boundary Conditions..................................... 15
2.8Exercises............................................... 16
CHAPTER 3
Weak Form of Equivalent Integration.............................. 17
3.1 Weak Form of Equivalent Integration forDifferential Equations ..... 17
3.2 Weak Form of One-Dimensional ElasticityProblems .............. 17
3.3 Finite Element Computation Based on WeakForm ............... 20
3.3.1 Galerkin Method................................... 20
3.3.2 Finite Element Computation.......................... 24
3.4 Global Assembly from One-DimensionalElements................ 26
3.5 Treatments on Boundary Conditions.......................... 28
3.6Exercises............................................... 32
CHAPTER 4
Elements and Shape Functions................................... 33
4.1 One-Dimensional Lagrange Element.......................... 33
4.1.1 Linear Element with Two Nodes....................... 33
4.1.2 Higher-Order Lagrange Element....................... 34
4.1.3 Quadratic Lagrange Element.......................... 36
4.2 Two-Dimensional Triangle Element........................... 37
4.2.1 Triangle with ThreeNodes............................ 37
4.2.2 Higher-Order Triangle Element........................ 40
4.2.3 Quadratic Triangle Element........................... 43
4.2.4 Cubic Triangle Element.............................. 43
4.3 Two-Dimensional Rectangle Element......................... 43
4.3.1 Linear Rectangle Element with Four Nodes............... 43
4.3.2 Higher-Order Rectangle Element....................... 46
4.3.3 Quadratic Rectangle Element......................... 47
4.4 Three-Dimensional TetrahedronElement....................... 48
4.4.1 Linear Tetrahedron Element with FourNodes ............. 48
4.4.2 Higher-Order Tetrahedron Element..................... 51
4.4.3 Quadratic TetrahedronElement........................ 51
4.4.4 Cubic Tetrahedron Element........................... 52
4.5 Three-Dimensional Hexahedron Element....................... 52
4.5.1 Hexahedron with Eight Nodes......................... 52
4.5.2 Higher-Order Hexahedron Element..................... 54
4.5.3 Quadratic Hexahedron Element........................ 55
4.6Exercises............................................... 56
CHAPTER 5
Isoparametric Element and NumericalIntegration..................... 59
5.1 Isoparametric Element.................................... 59
5.1.1 One-Dimensional Isoparametric LagrangeElement .......... 59
5.1.2 Two-Dimensional Isoparametric TriangleElement .......... 60
5.1.3 Two-Dimensional Isoparametric RectangleElement ......... 63
5.1.4 Three-Dimensional IsoparametricTetrahedron Element ...... 64
5.1.5 Three-Dimensional IsoparametricHexahedron Element ...... 67
5.1.6 Requirements of Isoparametric Element.................. 69
5.2 Numerical Integration..................................... 70
5.2.1 One-Dimensional Integration for LagrangeElement ......... 70
5.2.2 Two-Dimensional Integration for TriangleElement ......... 73
5.2.3 Two-Dimensional Integration for RectangleElement ........ 74
5.2.4 Three-Dimensional Integration forTetrahedron Element ..... 75
5.2.5 Three-Dimensional Integration forHexahedron Element...... 76
5.2.6 Required Order of Numerical Integration................. 78
5.3Exercises............................................... 78
X Contents
CHAPTER 6
Finite Element Computation Scheme of ElasticityProblems ............. 81
6.1 Weak Form for General Elasticity Problems.................... 81
6.2 Finite Element Method for SolvingElasticity Problems ............ 84
6.3 Global Assembly from High-DimensionalElements ............... 86
6.4 Treatments on Boundary Conditions.......................... 93
6.5Exercises............................................... 98
CHAPTER 7
Solutions of Linear Algebraic Equations............................ 101
7.1 LU Decomposition Method................................. 101
7.2Exercises............................................... 106
CHAPTER 8
Error Estimation and AdaptiveAnalysis............................ 107
8.1 Error Estimation of Finite ElementSolutions ................... 107
8.1.1 Error of Finite Element Solutions...................... 107
8.1.2 Superconvergent Patch Recovery Method................. 108
8.2 Adaptive Finite Element Method............................ 110
8.2.1 Categories of Adaptive Finite ElementMethod ............ 110
8.2.2 h-Version Adaptive Finite Element Method............... 111
8.2.3 hp-Version Adaptive Finite Element Method.............. 112
8.3Exercises............................................... 114
CHAPTER 9
Programs of Finite Element Method............................... 115
9.1 One-Dimensional Program of Beam Deformation................ 115
9.1.1 Main Program..................................... 116
9.1.2 Numerical Example................................. 118
9.1.3 Interactive Interface................................. 118
9.2 Two-Dimensional Program of Plane StrainProblem .............. 128
9.2.1 Main Program..................................... 128
9.2.2 Numerical Example................................. 132
9.2.3 Interactive Interface................................. 134
9.3 Three-Dimensional Program of SolidCompression................ 145
9.3.1 Main Program..................................... 145
9.3.2 Numerical Example................................. 148
9.3.3 Interactive Interface................................. 151
9.4Exercises............................................... 162
Contents XI
Appendix A. Keyword Index ....................................165
Appendix B. Matrix Calculation.................................. 169
B.1 Definition.............................................. 169
B.2 Matrix Addition or Subtraction............................. 170
B.3 Transpose ..............................................171
B.4 Transpose of a Product................................... 172
B.5 Inverse................................................ 172
B.6 Symmetric Matrices...................................... 172
B.7 Partitioning ............................................172
Appendix C. Summary of Elements and ShapeFunctions ............... 175
C.1 One-Dimensional Lagrange Element.......................... 175
C.2 Two-Dimensional Triangle Element.......................... 175
C.3 Two-Dimensional Rectangle Element......................... 176
C.4 Three-Dimensional Tetrahedron Element...................... 177
C.5 Three-Dimensional Hexahedron Element...................... 178
Appendix D. Gaussian Integration Points andWeights ................. 179
Appendix E. Exercise Solutions.................................. 189
References.................................................. 207
