| Preface |
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ix | |
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1 | (2) |
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3 | (2) |
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5 | (10) |
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4 Summary of the basic equations |
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15 | (38) |
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4.1 Basic equations of linear elasticity |
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15 | (3) |
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4.2 Concentrated forces on a half-plane |
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18 | (3) |
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4.3 Papkovich-Neuber solution |
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21 | (3) |
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4.4 Concentrated normal force on a half-space |
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24 | (2) |
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4.5 Concentrated tangential force on a half-space |
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26 | (2) |
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4.6 Arbitrary load distribution on the surface |
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28 | (3) |
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4.7 Hertz's formula for the stress in cylinders |
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31 | (5) |
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4.8 The reduced elastic friction model |
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36 | (6) |
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4.9 Example: Interior stress field for plane contact |
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42 | (4) |
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4.10 Contact of equal layers |
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46 | (7) |
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5 Solutions for plane contact |
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53 | (44) |
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53 | (3) |
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5.2 Symmetric normal contact |
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56 | (9) |
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5.3 Asymmetric and general normal contact |
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65 | (4) |
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5.4 Oblique contact of symmetric profiles |
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69 | (4) |
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5.5 Uncoupled plane contact with end singularities |
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73 | (9) |
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5.6 Dissimilar half-planes under full sliding |
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82 | (5) |
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5.7 Flat punch with square edge and rounding |
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87 | (2) |
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5.8 Superposition of punches |
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89 | (2) |
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5.9 Multiple contact areas |
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91 | (3) |
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94 | (3) |
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6 Solutions for axi-symmetric profiles |
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97 | (22) |
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97 | (6) |
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103 | (6) |
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109 | (3) |
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6.4 General equations for the coupled problem |
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112 | (4) |
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116 | (3) |
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7 General contact and comparison with FEM and BEM programs |
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119 | (20) |
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7.1 Hertzian normal contact |
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119 | (5) |
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7.2 General load histories for Hertzian contact |
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124 | (6) |
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7.3 Examples for Hertzian contact |
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130 | (4) |
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7.4 Comparison with Ansys |
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134 | (3) |
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7.5 Comparison with Beasy |
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137 | (2) |
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8 Computation of contact problems |
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139 | (20) |
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8.1 Discretization of half-planes |
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139 | (2) |
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8.2 Uncoupled half-planes |
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141 | (8) |
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8.3 Discrete equations for half-spaces |
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149 | (6) |
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8.4 Contact algorithms for normal contact |
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155 | (2) |
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8.5 Algorithms for frictional contact |
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157 | (2) |
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9 Gauss-Seidel method for frictional contact problems |
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159 | (22) |
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159 | (2) |
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9.2 Contact conditions and sign conventions |
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161 | (2) |
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9.3 Vector formulation of the load displacement equations |
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163 | (3) |
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9.4 The Gauss-Seidel method |
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166 | (1) |
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9.5 Linearization of the friction law |
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167 | (2) |
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169 | (2) |
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9.7 Convergence of the Gauss-Seidel method |
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171 | (1) |
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9.8 Convergence of the block iteration method |
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172 | (9) |
| 10 Numerical results for incremental load-histories |
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181 | (24) |
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181 | (1) |
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182 | (5) |
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10.3 Elliptical contact areas |
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187 | (1) |
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10.4 Dissimilar materials |
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187 | (3) |
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190 | (5) |
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195 | (4) |
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10.7 Examples for dissimilar material |
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199 | (6) |
| 11 Basic equations and solutions for impact |
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205 | (20) |
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11.1 The principal axes of inertia and the principal curvatures |
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205 | (5) |
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11.2 The equations of motion |
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210 | (4) |
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214 | (4) |
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11.4 Tangential solution for the compression phase |
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218 | (2) |
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220 | (3) |
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223 | (2) |
| 12 Tangential and torsional impact of spheres |
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225 | (28) |
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12.1 Tangential contact of spheres |
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225 | (5) |
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12.2 The equations of motion |
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230 | (2) |
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12.3 Impact algorithm and comparison with Maw et al. |
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232 | (5) |
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12.4 Torsion of elastic spheres |
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237 | (5) |
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242 | (5) |
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12.6 Algorithm for torsional impact |
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247 | (1) |
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12.7 Comparison with Horak's result |
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248 | (5) |
| 13 Numerical results for impact |
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253 | (6) |
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13.1 Verification of the Cattaneo-Mindlin theory |
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254 | (1) |
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13.2 Impact with dissimilar materials |
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255 | (2) |
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257 | (1) |
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257 | (2) |
| 14 Applications |
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259 | (32) |
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259 | (7) |
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266 | (5) |
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14.3 Oblique impact of eccentric bodies |
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271 | (14) |
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14.4 Self locking of brakes |
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285 | (6) |
| Appendices |
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291 | (8) |
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291 | (1) |
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A2 Definition of hypergeometric functions |
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292 | (1) |
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A3 Special values of hypergeometric functions |
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293 | (2) |
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295 | (1) |
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296 | (3) |
| References |
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299 | (12) |
| Index |
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311 | |