Preface page |
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xi | |
Part I Fundamentals of Solid Mechanics |
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1 | (140) |
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3 | (28) |
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3 | (3) |
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1.2 Cauchy Relation for Traction Vectors |
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6 | (1) |
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1.3 Normal and Shear Stresses over an Inclined Plane |
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7 | (2) |
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1.4 Tensorial Nature of Stress |
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9 | (1) |
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1.5 Principal Stresses: 2D State of Stress |
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10 | (2) |
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1.6 Maximum Shear Stress: 2D Case |
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12 | (2) |
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1.7 Mohr's Circle for 2D State of Stress |
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14 | (2) |
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1.8 Principal Stresses: 3D State of Stress |
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16 | (2) |
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1.9 Maximum Shear Stress: 3D Case |
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18 | (2) |
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1.10 Mohr's Circles for 3D State of Stress |
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20 | (2) |
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1.11 Deviatoric and Spherical Parts of Stress |
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22 | (1) |
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1.12 Octahedral Shear Stress |
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23 | (1) |
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1.13 Differential Equations of Equilibrium |
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24 | (3) |
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27 | (4) |
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31 | (20) |
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2.1 Longitudinal and Shear Strains |
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31 | (2) |
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2.2 Tensorial Nature of Strain |
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33 | (1) |
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2.3 Dilatation and Shear Strain for Arbitrary Directions |
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34 | (2) |
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36 | (1) |
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36 | (1) |
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2.6 Areal and Volumetric Strains |
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37 | (1) |
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2.7 Deviatoric and Spherical Parts of Strain |
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38 | (1) |
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2.8 Strain-Displacement Relations |
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39 | (3) |
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2.9 Saint-Venant Compatibility Conditions |
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42 | (2) |
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44 | (1) |
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2.11 Determination of Displacements from the Strain Field |
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45 | (2) |
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47 | (4) |
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3 Stress-Strain Relations |
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51 | (30) |
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3.1 Linear Elasticity and Hooke's Law |
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51 | (2) |
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3.2 Generalized Hooke's Law |
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53 | (2) |
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3.3 Shear Stress-Strain Relations |
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55 | (2) |
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3.4 Pressure-Volume Relation |
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57 | (4) |
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3.5 Inverted Form of the Generalized Hooke's Law |
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61 | (4) |
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3.6 Deviatoric Stress - Deviatoric Strain Relations |
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65 | (2) |
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3.7 Beltrami-Michell Compatibility Equations |
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67 | (1) |
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3.8 Hooke's Law with Temperature Effects: Duhamel-Neumann Law |
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68 | (5) |
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3.9 Stress Compatibility Equations with Temperature Effects |
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73 | (1) |
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3.10 Plane Strain with Temperature Effects |
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73 | (4) |
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77 | (4) |
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4 Boundary-Value Problems of Elasticity |
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81 | (22) |
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4.1 Boundary-Value Problem in Terms of Stresses |
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82 | (1) |
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4.2 Boundary-Value Problem in Terms of Displacements: Navier Equations |
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83 | (3) |
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4.3 Principle of Superposition |
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86 | (1) |
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4.4 Semi-Inverse Method of Solution |
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87 | (1) |
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4.5 Saint-Venant's Principle |
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87 | (1) |
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4.6 Stretching of a Prismatic Bar by Its Own Weight |
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88 | (3) |
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4.7 Thermal Expansion of a Compressed Prismatic Bar in a Rigid Container |
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91 | (1) |
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4.8 Pure Bending of a Prismatic Beam |
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92 | (4) |
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4.9 Torsion of a Prismatic Rod of Circular Cross Section |
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96 | (3) |
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99 | (4) |
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5 Boundary-Value Problems: Cylindrical Coordinates |
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103 | (38) |
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5.1 Equilibrium Equations in Cylindrical Coordinates |
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103 | (3) |
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5.2 Strain-Displacement Relations |
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106 | (2) |
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5.3 Geometric Derivation of Strain-Displacement Relations |
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108 | (3) |
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5.4 Compatibility Equations |
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111 | (2) |
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5.5 Generalized Hooke's Law in Cylindrical Coordinates |
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113 | (1) |
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5.6 Navier Equations in Cylindrical Coordinates |
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113 | (1) |
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5.7 Beltrami-Michell Compatibility Equations in Cylindrical Coordinates |
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114 | (1) |
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5.8 Axisymmetric Plane Strain Deformation |
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115 | (2) |
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5.9 Pressurized Hollow Cylinder |
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117 | (7) |
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5.10 Pressurized Thin-Walled Cylinder |
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124 | (1) |
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5.11 Pressurized Solid Cylinder |
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125 | (2) |
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5.12 Pressurized Circular Hole in an Infinite Medium |
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127 | (1) |
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128 | (1) |
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5.14 Axial Loading of a Hollow Cylinder |
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129 | (1) |
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5.15 Axially Loaded Pressurized Hollow Cylinder |
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130 | (2) |
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132 | (3) |
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135 | (6) |
Part II Applications |
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141 | (337) |
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6 Two-Dimensional Problems of Elasticity |
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143 | (25) |
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6.1 Plane Stress Problems |
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143 | (2) |
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6.2 Beltrami-Michell Compatibility Equation |
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145 | (1) |
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146 | (1) |
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6.4 Pure Bending of a Thin Beam |
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147 | (3) |
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6.5 Bending of a Cantilever Beam |
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150 | (2) |
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6.6 Bending of a Simply Supported Beam by a Distributed Load |
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152 | (1) |
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6.7 Approximate Character of the Plane Stress Solution |
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153 | (3) |
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6.8 Plane Strain Problems |
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156 | (4) |
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6.9 Governing Equations of Plane Strain |
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160 | (1) |
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6.10 Transition from Plane Stress to Plane Strain |
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160 | (3) |
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163 | (5) |
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7 Two-Dimensional Problems in Polar Coordinates |
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168 | (60) |
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168 | (4) |
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7.2 Axisymmetric Problems |
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172 | (2) |
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7.3 Non-axisymmetric Problems |
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174 | (4) |
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7.4 Flamant Problem: Vertical Force on a Half-Plane |
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178 | (4) |
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7.5 Distributed Loading over the Boundary of a Half-Space |
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182 | (4) |
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7.6 Michell Problem: Diametral Compression of a Circular Disk |
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186 | (3) |
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7.7 Kirsch Problem: Stretching of a Perforated Plate |
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189 | (11) |
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7.8 Stretching of an Infinite Plate Weakened by an Elliptical Hole |
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200 | (3) |
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7.9 Stretching of a Plate Strengthened by a Circular Inhomogeneity |
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203 | (4) |
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207 | (2) |
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7.11 Stress Field near a Crack Tip |
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209 | (5) |
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214 | (4) |
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7.13 Force Acting at a Point of an Infinite Plate |
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218 | (3) |
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221 | (7) |
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228 | (31) |
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8.1 Governing Equations for Antiplane Shear |
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228 | (3) |
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8.2 Antiplane Shear of a Circular Annulus |
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231 | (1) |
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8.3 Concentrated Line Force on the Surface of a Half-Space |
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232 | (2) |
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8.4 Infinite Medium Weakened by a Circular Hole |
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234 | (2) |
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8.5 Infinite Medium Weakened by an Elliptical Hole |
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236 | (2) |
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8.6 Infinite Medium Strengthened by a Circular Inhomogeneity |
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238 | (2) |
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8.7 Stress Field near a Crack Tip under Remote Antiplane Shear Loading |
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240 | (3) |
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243 | (2) |
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8.9 Screw Dislocation in a Half-Space |
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245 | (2) |
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8.10 Screw Dislocation near a Circular Hole in an Infinite Medium |
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247 | (4) |
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8.11 Screw Dislocation near a Circular Inhomogeneity |
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251 | (2) |
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253 | (6) |
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9 Torsion of Prismatic Rods |
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259 | (48) |
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9.1 Torsion of a Prismatic Rod of Solid Cross Section |
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259 | (2) |
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9.2 Boundary Conditions on the Lateral Surface of a Rod |
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261 | (2) |
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9.3 Boundary Conditions at the Ends of a Rod |
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263 | (1) |
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9.4 Displacement Field in a Twisted Rod |
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264 | (4) |
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268 | (1) |
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269 | (1) |
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9.7 Torsion of a Rod of Elliptical Cross Section |
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270 | (3) |
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9.8 Torsion of a Rod of Triangular Cross Section |
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273 | (2) |
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9.9 Torsion of a Rod of Grooved Circular Cross Section |
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275 | (1) |
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9.10 Torsion of a Rod of Semi-circular Cross Section |
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276 | (1) |
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9.11 Torsion of a Rod of Rectangular Cross Section |
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277 | (3) |
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9.12 Torsion of a Rod of Thin-Walled Open Cross Section |
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280 | (3) |
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9.13 Warping of a Thin-Walled Open Cross Section |
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283 | (4) |
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9.14 Torsion of a Rod of Multiply Connected Cross Section |
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287 | (2) |
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9.15 Torsion of a Rod of Thin-Walled Closed Cross Section |
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289 | (5) |
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9.16 Warping of a Thin-Walled Closed Cross Section |
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294 | (3) |
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9.17 Torsion of a Rod of Thin-Walled Open/Closed Cross Section |
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297 | (1) |
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9.18 Torsion of a Rod of Multicell Cross Section |
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298 | (4) |
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302 | (5) |
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10 Bending of Prismatic Beams |
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307 | (46) |
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10.1 Bending of a Cantilever Beam of Solid Cross Section |
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307 | (2) |
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10.2 Differential Equation for the Stress Field |
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309 | (3) |
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10.3 Displacement Field in a Bent Cantilever Beam |
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312 | (1) |
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10.4 Shear (Flexural) Center |
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313 | (1) |
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10.5 Bending of a Beam of Elliptical Cross Section |
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314 | (2) |
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10.6 Bending of a Beam of Circular Cross Section |
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316 | (2) |
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10.7 Bending of a Beam of Rectangular Cross Section |
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318 | (3) |
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10.8 Elementary Theory for Shear Stresses |
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321 | (2) |
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10.9 Bending of a Beam of Thin-Walled Open Cross Section |
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323 | (5) |
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10.10 Skew Bending of a Thin-Walled Cantilever Beam |
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328 | (1) |
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10.11 Bending of a Hollow Prismatic Beam |
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329 | (2) |
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10.12 Bending of a Beam of Hollow Circular Cross Section |
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331 | (2) |
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10.13 Bending of a Beam of Thin-Walled Closed Cross Section |
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333 | (5) |
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10.14 Bending of a Beam of Multicell Cross Section |
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338 | (4) |
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10.15 Stress Expressions with Respect to Non-principal Centroidal Axes |
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342 | (5) |
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347 | (6) |
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353 | (33) |
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11.1 Axisymmetric Problems in Cylindrical Coordinates |
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354 | (1) |
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11.2 Concentrated Force in an Infinite Space: Kelvin Problem |
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355 | (3) |
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11.3 Concentrated Force on the Surface of a Half-Space: Boussinesq Problem |
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358 | (2) |
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11.4 Ellipsoidal Pressure Distribution |
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360 | (3) |
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11.5 Indentation by a Spherical Ball |
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363 | (3) |
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11.6 Uniform Pressure within a Circular Area |
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366 | (2) |
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11.7 Flat Circular Frictionless Punch |
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368 | (1) |
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11.8 Hertz Problem: Two Spherical Bodies in Contact |
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369 | (7) |
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11.9 Two Circular Cylinders in Contact |
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376 | (3) |
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379 | (7) |
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386 | (52) |
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12.1 Strain Energy in Uniaxial Tension Test |
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387 | (1) |
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12.2 Strain Energy for Three-Dimensional States of Stress and Strain |
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388 | (4) |
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12.3 Volumetric and Deviatoric Strain Energy |
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392 | (3) |
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12.4 Betti's Reciprocal Theorem |
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395 | (3) |
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12.5 Castigliano's Theorems |
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398 | (1) |
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12.6 Principle of Virtual Work |
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399 | (2) |
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12.7 Potential Energy and the Variational Principle |
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401 | (1) |
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12.8 Application to Structural Mechanics |
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402 | (8) |
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12.9 Derivation of the Beam Bending Equation from the Principle of Virtual Work |
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410 | (2) |
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12.10 Finite Element Method for Beam Bending |
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412 | (8) |
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12.11 Rayleigh-Ritz Method |
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420 | (3) |
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12.12 Finite Element Method for Axial Loading |
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423 | (10) |
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433 | (5) |
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438 | (40) |
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13.1 Maximum Principal Stress Criterion |
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439 | (1) |
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13.2 Maximum Principal Strain Criterion |
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440 | (2) |
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13.3 Maximum Shear Stress Criterion: Tresca Yield Criterion |
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442 | (3) |
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13.4 Maximum Deviatoric Strain Energy Criterion: Von Mises Yield Criterion |
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445 | (4) |
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13.5 Mohr Failure Criterion |
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449 | (4) |
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13.6 Coulomb-Mohr Failure Criterion |
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453 | (3) |
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13.7 Drucker-Prager Failure Criterion |
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456 | (3) |
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13.8 Fracture-Mechanics-Based Failure Criteria |
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459 | (3) |
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13.9 Double-Cantilever Specimen |
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462 | (2) |
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13.10 Fracture Criterion in Terms of the Stress Intensity Factor |
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464 | (6) |
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470 | (2) |
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472 | (6) |
Further Reading |
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478 | (3) |
Index |
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