| Notation |
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xi | |
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1 | (16) |
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The Finite Element Method |
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1 | (2) |
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3 | (3) |
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Modeling the Problem and Checking Results |
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6 | (3) |
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Discretization and Other Approximations |
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9 | (1) |
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Responsibility of the User |
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10 | (2) |
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Elementary Matrix Algebra |
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12 | (5) |
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13 | (4) |
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Bars and Beams. Linear Static Analysis |
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17 | (24) |
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17 | (1) |
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Stiffness Matrix Formulation: Bar Element |
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18 | (2) |
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Stiffness Matrix Formulation: Beam Element |
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20 | (5) |
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Properties of k and K. Avoiding Singularity |
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25 | (1) |
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Mechanical Loads. Stresses |
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26 | (4) |
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30 | (3) |
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33 | (8) |
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36 | (2) |
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38 | (3) |
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41 | (34) |
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41 | (5) |
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Constant Strain Triangle (CST) |
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46 | (1) |
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Linear Strain Triangle (LST) |
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47 | (1) |
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Bilinear Quadrilateral (Q4) |
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48 | (2) |
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Quadratic Quadrilateral (Q8) |
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50 | (1) |
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Improved Bilinear Quadrilateral (Q6) |
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51 | (3) |
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Elements with ``Drilling'' d.o.f. |
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54 | (1) |
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Elements of More General Shape |
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55 | (1) |
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56 | (3) |
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Stress Calculation. Other Remarks |
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59 | (3) |
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62 | (1) |
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63 | (12) |
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67 | (3) |
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70 | (5) |
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Isoparametric Elements and Solution Techniques |
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75 | (30) |
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Node Numbering and Matrix Sparsity |
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75 | (2) |
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77 | (1) |
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78 | (2) |
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Isoparametric Elements: Formulation |
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80 | (2) |
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Gauss Quadrature and Isoparametric Elements |
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82 | (2) |
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Choice of Quadrature Rule. Instabilities |
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84 | (2) |
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Stress Calculation and Gauss Points |
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86 | (1) |
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Nature of Finite Element Solution |
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86 | (2) |
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Convergence Requirements. Patch Test |
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88 | (1) |
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Infinite Media and Infinite Elements |
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89 | (1) |
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90 | (2) |
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92 | (3) |
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95 | (10) |
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98 | (5) |
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103 | (2) |
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Modeling, Errors, and Accuracy in Linear Analysis |
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105 | (40) |
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105 | (1) |
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Structure Behavior and Element Behavior |
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106 | (4) |
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Element Tests and Element Shapes |
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110 | (3) |
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Test Cases and Pilot Studies |
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113 | (1) |
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114 | (2) |
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116 | (2) |
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118 | (4) |
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122 | (2) |
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124 | (2) |
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Numerical Error: Sources and Detection |
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126 | (4) |
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130 | (1) |
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131 | (2) |
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133 | (3) |
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Stress Concentrations. Submodeling |
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136 | (2) |
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Convergence with Mesh Refinement |
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138 | (3) |
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Error Measures and Adaptivity |
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141 | (4) |
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Solids and Solids of Revolution |
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145 | (26) |
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145 | (4) |
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149 | (3) |
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152 | (3) |
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Axisymmetric Solid Elements |
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155 | (2) |
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An Axisymmetric Application |
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157 | (4) |
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161 | (10) |
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164 | (2) |
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166 | (5) |
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171 | (34) |
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Plate Displacements, Strains and Stresses |
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171 | (4) |
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Finite Elements for Plates |
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175 | (6) |
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181 | (3) |
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184 | (2) |
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Finite Elements for Shells |
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186 | (4) |
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An Axisymmetric Shell Application |
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190 | (2) |
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A General Shell Application |
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192 | (13) |
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196 | (2) |
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198 | (7) |
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205 | (22) |
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Introduction. Some Basic Equations |
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205 | (3) |
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Finite Elements in Thermal Analysis |
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208 | (3) |
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Radiation and Other Nonlinearities |
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211 | (1) |
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212 | (1) |
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213 | (2) |
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215 | (12) |
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220 | (2) |
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222 | (5) |
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227 | (48) |
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227 | (1) |
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Basic Equations. Vibration |
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227 | (3) |
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230 | (2) |
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232 | (2) |
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234 | (1) |
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235 | (2) |
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237 | (2) |
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Harmonic Response Analysis |
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239 | (2) |
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Dynamic Response Analysis |
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241 | (3) |
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Response Spectrum Analysis |
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244 | (2) |
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Remarks. Modeling Considerations |
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246 | (12) |
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An Application: Vibration and Harmonic Response |
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258 | (3) |
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An Application: Dynamic Response |
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261 | (14) |
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265 | (3) |
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268 | (7) |
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Nonlinearity in Stress Analysis |
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275 | (34) |
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275 | (2) |
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Solution Algorithms. Convergence Criteria |
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277 | (3) |
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280 | (3) |
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Geometric Nonlinearity and Buckling |
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283 | (3) |
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286 | (3) |
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Problems of Gaps and Contact |
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289 | (3) |
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Remarks. Modeling Considerations |
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292 | (3) |
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295 | (14) |
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299 | (2) |
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301 | (8) |
| References |
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309 | (6) |
| Index |
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315 | |