| Preface |
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ix | |
| About the Authors |
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xv | |
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1 | (8) |
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1 | (1) |
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2 | (2) |
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4 | (1) |
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4 | (1) |
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5 | (1) |
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6 | (1) |
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7 | (2) |
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9 | (38) |
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9 | (1) |
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10 | (12) |
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22 | (2) |
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Complementary Property of Shear |
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24 | (3) |
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A Comment on the Complementary Property of Shear |
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27 | (1) |
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Equations of Equilibrium in Differential Form |
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28 | (2) |
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30 | (1) |
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A Look Ahead: Hydrostatics |
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30 | (17) |
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31 | (16) |
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47 | (34) |
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47 | (1) |
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47 | (1) |
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48 | (13) |
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Strains in Terms of the Displacement Field |
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61 | (6) |
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Compatibility Considerations |
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67 | (2) |
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69 | (1) |
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A Look Ahead: Fluid Mechanics I |
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70 | (11) |
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71 | (10) |
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Introduction to Mechanical Properties of Solids |
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81 | (30) |
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81 | (1) |
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82 | (6) |
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Strain Hardening and Other Properties |
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88 | (2) |
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Idealized One-Dimensional, Time-Independent, Stress-Strain Laws |
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90 | (2) |
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A Look Ahead; Viscoelasticity and Creep |
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92 | (2) |
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94 | (4) |
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98 | (2) |
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One-Dimensional Thermal Stress |
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100 | (2) |
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102 | (1) |
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103 | (1) |
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A Look Ahead; Composite Materials |
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103 | (8) |
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105 | (6) |
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111 | (56) |
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111 | (1) |
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111 | (2) |
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Statically Determinate Problems |
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113 | (8) |
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Statically Indeterminate Problems |
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121 | (8) |
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129 | (5) |
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134 | (4) |
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138 | (4) |
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142 | (1) |
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A Look Ahead; Basic Laws of Continua |
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143 | (24) |
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144 | (23) |
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Generalized Hooke's Law and Introduction to Energy Methods |
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167 | (46) |
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167 | (1) |
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Part A: Simple Constitutive Relations |
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Three-Dimensional Hooke's Law for Isotropic Materials |
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168 | (3) |
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Relation Between the Three Material Constants |
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171 | (3) |
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Nonisothermal Hooke's Law |
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174 | (2) |
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Nonisotropic, Linear, Elastic Behavior: Generalized Hooke's Law |
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176 | (3) |
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A Look Ahead; Fluid Mechanics II |
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179 | (1) |
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Part B: Introduction to Energy Methods |
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179 | (6) |
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Castigliano's Second Theorem (Energy Methods I) |
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185 | (10) |
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Basic Equations of Elasticity |
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195 | (3) |
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198 | (1) |
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A Look Ahead; Variational Methods |
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199 | (14) |
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201 | (12) |
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213 | (26) |
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213 | (1) |
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Stress Variations at a Point for Plane Stress |
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214 | (3) |
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217 | (2) |
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Principal Stresses and Principal Axes |
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219 | (4) |
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223 | (7) |
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230 | (9) |
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231 | (8) |
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239 | (22) |
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239 | (1) |
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A Look Back; Taylor Series and Directional Derivatives |
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240 | (1) |
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Transformation Equations for Plane Strain |
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241 | (3) |
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Properties of Plane Strain |
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244 | (5) |
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249 | (1) |
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250 | (3) |
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253 | (8) |
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254 | (7) |
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261 | (22) |
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261 | (2) |
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Yield Criteria for Isotropic Ductile Materials |
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263 | (9) |
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272 | (4) |
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Maximum Normal Stress Theory for Brittle Fracture |
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276 | (1) |
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Comparison of the Theories |
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276 | (1) |
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277 | (2) |
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278 | (1) |
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A Look Back; Equivalent Force Systems |
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279 | (4) |
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283 | (48) |
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283 | (1) |
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Shear Force, Axial Force, and Bending Moment |
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283 | (11) |
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Direct Formulations of Shear and Bending-Moment Equations |
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294 | (5) |
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Differential Relations for Bending Moment, Shear Force, and Load |
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299 | (3) |
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Sketching Shear-Force and Bending-Moment Diagrams |
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302 | (5) |
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Problems Requiring Equations and Diagrams |
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307 | (4) |
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Additional Considerations |
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311 | (3) |
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314 | (1) |
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315 | (16) |
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317 | (14) |
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331 | (104) |
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331 | (1) |
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Part A: Basic Considerations |
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Pure Bending of Symmetric Beams |
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332 | (10) |
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Bending of Symmetric Beams with Shear: Normal Stress |
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342 | (4) |
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Bending of Symmetric Beams with Shear: Shear Stress |
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346 | (9) |
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Determination of the Sign of the Shear Stress |
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355 | (5) |
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Consideration of General Cuts |
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360 | (11) |
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371 | (8) |
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Case of Unsymmetric Beams |
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379 | (7) |
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Shear Stress in Beams of Narrow Open Cross Section |
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386 | (6) |
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A Note on the Shear Center for Thin-Walled Open Members |
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392 | (3) |
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Inelastic Behavior of Beams: The Elastic, Perfectly Plastic Case |
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395 | (3) |
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A Note on the Failure of a Structure: Limit Design |
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398 | (3) |
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Inelastic Behavior of Beams: Generalized Stress-Strain Relation |
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401 | (2) |
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Stress Concentrations for Bending |
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403 | (1) |
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404 | (7) |
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411 | (24) |
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Highlights for Part A (11) |
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412 | (23) |
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435 | (56) |
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435 | (1) |
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Differential Equations for Deflection of Symmetric Beams |
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435 | (10) |
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445 | (5) |
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Statically Indeterminate Beams |
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450 | (6) |
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456 | (6) |
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Shear Deflection of Beams |
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462 | (2) |
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464 | (9) |
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473 | (18) |
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A Look Ahead: A Closer Look at Beam Deflection and Highlights (12) |
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474 | (17) |
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491 | (22) |
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491 | (1) |
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Delta Functions and Step Functions |
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491 | (4) |
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Deflection Computations Using Singularity Functions |
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495 | (7) |
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502 | (7) |
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509 | (4) |
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513 | (54) |
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513 | (1) |
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513 | (7) |
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Torsion Problems Involving Circular Shafts |
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520 | (8) |
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528 | (2) |
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Torsion of Thin-Walled Noncircular Closed Shafts |
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530 | (5) |
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Elastic, Perfectly Plastic Torsion |
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535 | (5) |
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Noncircular Cross Sections |
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540 | (6) |
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Strain Energy Computations for Twisting |
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546 | (6) |
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552 | (15) |
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553 | (14) |
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Three-Dimensional stress Properties at a Point |
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567 | (32) |
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567 | (1) |
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Three-Dimensional Transformation Formulations for Stress |
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567 | (16) |
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Principal Stresses for a General State of Stress |
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583 | (6) |
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589 | (1) |
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A Look Ahead: Tensor Notation |
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590 | (3) |
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593 | (6) |
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594 | (5) |
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Three-Dimensional strain Relations at a Point |
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599 | (14) |
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599 | (1) |
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Transformation Equations for Strain |
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599 | (7) |
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606 | (3) |
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609 | (4) |
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609 | (4) |
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Introduction to Elastic Stability |
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613 | (44) |
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613 | (1) |
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Definition of Critical Load |
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613 | (2) |
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A Note on Types of Elastic Instabilities |
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615 | (2) |
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617 | (2) |
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The Column: Buckling Loads |
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619 | (9) |
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Looking Back as Well as Ahead |
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628 | (1) |
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Solution of Beam-Column Problems |
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628 | (3) |
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631 | (3) |
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Eccentrically Loaded Columns |
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634 | (3) |
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637 | (1) |
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638 | (3) |
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A Note on Column Formulas |
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641 | (1) |
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642 | (1) |
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A Look Ahead: Finite Elements |
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643 | (14) |
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645 | (12) |
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657 | (40) |
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657 | (1) |
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Part A: Displacement Methods |
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Principal of Virtual Work |
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658 | (9) |
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Method of Total Potential Energy |
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667 | (5) |
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A Comment on the Total Potential Energy Method |
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672 | (1) |
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The First Castigliano Theorem |
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672 | (6) |
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Principal of Complementary Virtual Work |
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678 | (4) |
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Complementary Potential Energy Principal |
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682 | (2) |
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Use of the Total Complementary Energy Principal |
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684 | (3) |
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The Second Castigliano Theorem |
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687 | (1) |
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688 | (9) |
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Introduction to Finite Elements |
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697 | (68) |
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697 | (1) |
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Part A: Finite Elements for Trusses |
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698 | (1) |
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The Stiffness Matrix for an Element: Definition |
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699 | (1) |
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Finite Elements and Trusses |
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700 | (4) |
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Stiffness Matrix for an Element |
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704 | (2) |
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The Global Stiffness Matrix |
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706 | (4) |
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Solution of a Truss Problem |
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710 | (5) |
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Part B: Some Preliminary General Considerations |
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Basic Considerations for Finite Elements |
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715 | (3) |
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General Theory for the Displacement Method |
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718 | (4) |
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722 | (1) |
| APPENDICES |
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I. Deformation of Isotropic Materials |
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723 | (4) |
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II. Proof Using Tensor Notation that Strain Is a Second-Order Tensor |
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727 | (2) |
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III. A Note on the Maxwell-Betti Theorem |
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729 | (3) |
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732 | (3) |
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735 | (1) |
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736 | (1) |
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737 | (1) |
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738 | (1) |
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Mechanical Properties of Materials |
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739 | (4) |
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743 | (22) |
| Index |
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765 | |