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Summary
Summary
The essence of continuum mechanics -- the internal response of materials to external loading -- is often obscured by the complex mathematics of its formulation. By building gradually from one-dimensional to two- and three-dimensional formulations, this book provides an accessible introduction to the fundamentals of solid and fluid mechanics, covering stress and strain among other key topics. This undergraduate text presents several real-world case studies, such as the St. Francis Dam, to illustrate the mathematical connections between solid and fluid mechanics, with an emphasis on practical applications of these concepts to mechanical, civil, and electrical engineering structures and design.
Author Notes
Jenn Stroud Rossmann, Lafayette College, Easton, Pennsylvania, USA
Clive L. Dym, Harvey Mudd College, Claremont, California, USA
Reviews 1
Choice Review
This book is a welcome addition to the family of resources for undergraduates majoring in mechanical, aerospace, civil, and other allied engineering fields. It offers a unified treatment of solid and fluid mechanics using a continuum mechanics approach. This approach helps students understand both disciplines and prepares them to face problems in interdisciplinary areas such as biomechanical engineering. Rossmann (Lafayette College) and Dym (Harvey Mudd College; Structural Modeling and Analysis, CH, Mar'98, 35-3890; Engineering Design, CH, Feb'95, 32-3326) have taught courses based on this work with good success. The topics on stress, strain, material behavior, basic elasticity equations, bars, torsion, beams, and column buckling relate to solid mechanics. The fluid dynamics coverage includes chapters on motion and deformations, fluid statics, fluid dynamics, and applications. A special chapter devoted to solid dynamics completes the book. All chapters include numerous solved problems and clearly emphasize the common thread of continuum mechanics. An attractive feature is the introduction of case studies that illustrate concepts with practical applications, giving an excellent appreciation of the tools developed in the book. Overall, this lucidly presented work provides a valuable introduction to engineering mechanics using a continuum approach. Summing Up: Highly recommended. Upper-division undergraduates, faculty, and practitioners. R. Kolar Naval Postgraduate School
Table of Contents
Preface | p. xv |
About the Authors | p. xvii |
1 Introduction | p. 1 |
1.1 A Motivating Example: Remodeling an Underwater Structure | p. 2 |
1.2 Newton's Laws: The First Principles of Mechanics | p. 4 |
1.3 Equilibrium | p. 5 |
1.4 Definition of a Continuum | p. 6 |
1.5 Mathematical Basics: Scalars and Vectors | p. 9 |
1.6 Problem Solving | p. 12 |
1.7 Examples | p. 13 |
Example 1.1 | p. 13 |
Solution | p. 13 |
Example 1.2 | p. 15 |
Solution | p. 16 |
1.8 Problems | p. 17 |
Notes | p. 18 |
2 Strain and Stress in One Dimension | p. 19 |
2.1 Kinematics: Strain | p. 20 |
2.1.1 Normal Strain | p. 20 |
2.1.2 Shear Strain | p. 23 |
2.1.3 Measurement of Strain | p. 24 |
2.2 The Method of Sections and Stress | p. 25 |
2.2.1 Normal Stresses | p. 27 |
2.2.2 Shear Stresses | p. 28 |
2.3 Stress-Strain Relationships | p. 32 |
2.4 Equilibrium | p. 36 |
2.5 Stress in Axially Loaded Bars | p. 37 |
2.6 Deformation of Axially Loaded Bars | p. 40 |
2.7 Equilibrium of an Axially Loaded Bar | p. 42 |
2.8 Indeterminate Bars | p. 43 |
2.8.1 Force (Flexibility) Method | p. 44 |
2.8.2 Displacement (Stiffness) Method | p. 46 |
2.9 Thermal Effects | p. 48 |
2.10 Saint-Venant's Principle and Stress Concentrations | p. 49 |
2.11 Strain Energy in One Dimension | p. 51 |
2.12 A Road Map for Strength of Materials | p. 53 |
2.13 Examples | p. 55 |
Example 2.1 | p. 55 |
Solution | p. 55 |
Example 2.2 | p. 56 |
Solution | p. 57 |
Example 2.3 | p. 57 |
Solution | p. 58 |
Example 2.4 | p. 59 |
Solution | p. 59 |
Example 2.5 | p. 60 |
Solution | p. 61 |
Example 2.6 | p. 62 |
Solution | p. 62 |
Example 2.7 | p. 64 |
Solution | p. 65 |
Example 2.8 | p. 66 |
Solution | p. 66 |
Example 2.9 | p. 67 |
Solution | p. 68 |
2.14 Problems | p. 69 |
Case Study 1 Collapse of the Kansas City Hyatt Regency Walkways | p. 76 |
Problems | p. 82 |
Notes | p. 82 |
3 Strain and Stress in Higher Dimensions | p. 85 |
3.1 Poisson's Ratio | p. 85 |
3.2 The Strain Tensor | p. 87 |
3.3 Strain as Relative Displacement | p. 90 |
3.4 The Stress Tensor | p. 92 |
3.5 Generalized Hooke's Law | p. 96 |
3.6 Limiting Behavior | p. 97 |
3.7 Properties of Engineering Materials | p. 101 |
Ferrous Metals | p. 103 |
Nonferrous Metals | p. 103 |
Nonmetals | p. 104 |
3.8 Equilibrium | p. 104 |
3.8.1 Equilibrium Equations | p. 105 |
3.8.2 The Two-Dimensional State of Plane Stress | p. 107 |
3.8.3 The Two-Dimensional State of Plane Strain | p. 108 |
3.9 Formulating Two-Dimensional Elasticity Problems | p. 109 |
3.9.1 Equilibrium Expressed in Terms of Displacements | p. 110 |
3.9.2 Compatibility Expressed in Terms of Stress Functions | p. 111 |
3.9.3 Some Remaining Pieces of the Puzzle of General Formulations | p. 112 |
3.10 Examples | p. 114 |
Example 3.1 | p. 114 |
Solution | p. 115 |
Example 3.2 | p. 116 |
Solution | p. 116 |
3.11 Problems | p. 116 |
Notes | p. 121 |
4 Applying Strain and Stress in Multiple Dimensions | p. 123 |
4.1 Torsion | p. 123 |
4.1.1 Method of Sections | p. 123 |
4.1.2 Torsional Shear Stress: Angle of Twist and the Torsion Formula | p. 125 |
4.1.3 Stress Concentrations | p. 130 |
4.1.4 Transmission of Power by a Shaft | p. 131 |
4.1.5 Statically Indeterminate Problems | p. 132 |
4.1.6 Torsion of Inelastic Circular Members | p. 133 |
4.1.7 Torsion of Solid Noncircular Members | p. 135 |
4.1.8 Torsion of Thin-Walled Tubes | p. 138 |
4.2 Pressure Vessels | p. 141 |
4.3 Transformation of Stress and Strain | p. 145 |
4.3.1 Transformation of Plane Stress | p. 146 |
4.3.2 Principal and Maximum Stresses | p. 149 |
4.3.3 Mohr's Circle for Plane Stress | p. 151 |
4.3.4 Transformation of Plane Strain | p. 154 |
4.3.5 Three-Dimensional State of Stress | p. 156 |
4.4 Failure Prediction Criteria | p. 157 |
4.4.1 Failure Criteria for Brittle Materials | p. 158 |
4.4.1.1 Maximum Normal Stress Criterion | p. 158 |
4.4.1.2 Mohr's Criterion | p. 159 |
4.4.2 Yield Criteria for Ductile Materials | p. 161 |
4.4.2.1 Maximum Shearing Stress (Tresca) Criterion | p. 161 |
4.4.2.2 Von Mises Criterion | p. 162 |
4.5 Examples | p. 162 |
Example 4.1 | p. 162 |
Solution | p. 163 |
Example 4.2 | p. 163 |
Solution | p. 163 |
Example 4.3 | p. 165 |
Solution | p. 165 |
Example 4.4 | p. 165 |
Solution | p. 165 |
Example 4.5 | p. 166 |
Solution | p. 166 |
Example 4.6 | p. 168 |
Solution | p. 168 |
Example 4.7 | p. 170 |
Solution | p. 170 |
Example 4.8 | p. 171 |
Solution | p. 171 |
Example 4.9 | p. 172 |
Solution | p. 172 |
Example 4.10 | p. 177 |
Solution | p. 177 |
Example 4.11 | p. 180 |
Solution | p. 180 |
4.6 Problems | p. 183 |
Case Study 2 Pressure Vessel Safety | p. 188 |
Why Are Pressure Vessels Spheres and Cylinders? | p. 189 |
Why Do Pressure Vessels Fail? | p. 194 |
Problems | p. 197 |
Notes | p. 200 |
5 Beams | p. 201 |
5.1 Calculation of Reactions | p. 201 |
5.2 Method of Sections: Axial Force, Shear, Bending Moment | p. 202 |
Axial Force in Beams | p. 203 |
Shear in Beams | p. 203 |
Bending Moment in Beams | p. 205 |
5.3 Shear and Bending Moment Diagrams | p. 206 |
Rules and Regulations for Shear and Bending Moment Diagrams | p. 206 |
Shear Diagrams | p. 206 |
Moment Diagrams | p. 207 |
5.4 Integration Methods for Shear and Bending Moment | p. 207 |
5.5 Normal Stresses in Beams | p. 210 |
5.6 Shear Stresses in Beams | p. 214 |
5.7 Examples | p. 221 |
Example 5.1 | p. 221 |
Solution | p. 221 |
Example 5.2 | p. 223 |
Solution | p. 224 |
Example 5.3 | p. 229 |
Solution | p. 230 |
Example 5.4 | p. 231 |
Solution | p. 232 |
Example 5.5 | p. 234 |
Solution | p. 235 |
Example 5.6 | p. 236 |
Solution | p. 237 |
5.8 Problems | p. 239 |
Case Study 3 Physiological Levers and Repairs | p. 241 |
The Forearm Is Connected to the Elbow Joint | p. 241 |
Fixing an Intertrochanteric Fracture | p. 245 |
Problems | p. 247 |
Notes | p. 248 |
6 Beam Deflections | p. 251 |
6.1 Governing Equation | p. 251 |
6.2 Boundary Conditions | p. 255 |
6.3 Solution of Deflection Equation by Integration | p. 256 |
6.4 Singularity Functions | p. 259 |
6.5 Moment Area Method | p. 260 |
6.6 Beams with Elastic Supports | p. 264 |
6.7 Strain Energy for Bent Beams | p. 266 |
6.8 Flexibility Revisited and Maxwell-Betti Reciprocal Theorem | p. 269 |
6.9 Examples | p. 273 |
Example 6.1 | p. 273 |
Solution | p. 273 |
Example 6.2 | p. 275 |
Solution | p. 275 |
Example 6.3 | p. 278 |
Solution | p. 278 |
Example 6.4 | p. 281 |
Solution | p. 282 |
6.10 Problems | p. 285 |
Notes | p. 288 |
7 Instability: Column Buckling | p. 289 |
7.1 Euler's Formula | p. 289 |
7.2 Effect of Eccentricity | p. 294 |
7.3 Examples | p. 298 |
Example 7.1 | p. 298 |
Solution | p. 298 |
Example 7.2 | p. 300 |
Solution | p. 301 |
7.4 Problems | p. 303 |
Case Study 4 Hartford Civic Arena | p. 304 |
Notes | p. 307 |
8 Connecting Solid and Fluid Mechanics | p. 309 |
8.1 Pressure | p. 310 |
8.2 Viscosity | p. 311 |
8.3 Surface Tension | p. 315 |
8.4 Governing Laws | p. 315 |
8.5 Motion and Deformation of Fluids | p. 316 |
8.5.1 Linear Motion and Deformation | p. 316 |
8.5.2 Angular Motion and Deformation | p. 317 |
8.5.3 Vorticity | p. 319 |
8.5.4 Constitutive Equation (Generalized Hooke's Law) for Newtonian Fluids | p. 321 |
8.6 Examples | p. 322 |
Example 8.1 | p. 322 |
Solution | p. 323 |
Example 8.2 | p. 324 |
Solution | p. 324 |
Example 8.3 | p. 325 |
Solution | p. 326 |
Example 8.4 | p. 327 |
Solution | p. 327 |
8.7 Problems | p. 328 |
Case Study 5 Mechanics of Biomaterials | p. 330 |
Nonlinearity | p. 332 |
Composite Materials | p. 333 |
Viscoelasticity | p. 336 |
Problems | p. 338 |
Notes | p. 339 |
9 Fluid Statics | p. 341 |
9.1 Local Pressure | p. 341 |
9.2 Force Due to Pressure | p. 342 |
9.3 Fluids at Rest | p. 345 |
9.4 Forces on Submerged Surfaces | p. 348 |
9.5 Buoyancy | p. 355 |
9.6 Examples | p. 357 |
Example 9.1 | p. 357 |
Solution | p. 357 |
Example 9.2 | p. 358 |
Solution | p. 359 |
Example 9.3 | p. 360 |
Solution | p. 361 |
Example 9.4 | p. 363 |
Solution | p. 364 |
Example 9.5 | p. 365 |
Solution | p. 36 |
9.7 Problems | p. 368 |
Case Study 6 St. Francis Dam | p. 373 |
Problems | p. 375 |
Notes | p. 376 |
10 Fluid Dynamics: Governing Equations | p. 377 |
10.1 Description of Fluid Motion | p. 377 |
10.2 Equations of Fluid Motion | p. 379 |
10.3 Integral Equations of Motion | p. 379 |
10.3.1 Mass Conservation | p. 380 |
10.3.2 F = ma, or Momentum Conservation | p. 382 |
10.3.3 Reynolds Transport Theorem | p. 385 |
10.4 Differential Equations of Motion | p. 386 |
10.4.1 Continuity, or Mass Conservation | p. 386 |
10.4.2 F = ma,, or Momentum Conservation | p. 388 |
10.5 Bernoulli Equation | p. 391 |
10.6 Examples | p. 392 |
Example 10.1 | p. 392 |
Solution | p. 393 |
Example 10.2 | p. 394 |
Solution | p. 395 |
Example 10.3 | p. 396 |
Solution | p. 397 |
Example 10.4 | p. 398 |
Solution | p. 399 |
Example 10.5 | p. 402 |
Solution | p. 402 |
Example 10.6 | p. 404 |
Solution | p. 405 |
10.7 Problems | p. 406 |
Notes | p. 408 |
11 Fluid Dynamics: Applications | p. 411 |
11.1 How Do We Classify Fluid Flows? | p. 411 |
11.2 What's Going on Inside Pipes? | p. 413 |
11.3 Why Can an Airplane Fly? | p. 417 |
11.4 Why Does a Curveball Curve? | p. 419 |
11.5 Problems | p. 423 |
Notes | p. 426 |
12 Solid Dynamics: Governing Equations | p. 427 |
12.1 Continuity, or Mass Conservation | p. 427 |
12.2 F = ma, or Momentum Conservation | p. 429 |
12.3 Constitutive Laws: Elasticity | p. 431 |
Note | p. 433 |
References | p. 435 |
Appendix A Second Moments of Area | p. 439 |
Appendix B A Quick Look at the Del Operator | p. 443 |
Divergence | p. 444 |
Physical Interpretation of the Divergence | p. 444 |
Example | p. 445 |
Curl | p. 445 |
Physical Interpretation of the Curl | p. 445 |
Examples | p. 446 |
Example 1 | p. 446 |
Example 2 | p. 446 |
Laplacian | p. 447 |
Appendix C Property Tables | p. 449 |
Appendix D All the Equations | p. 455 |
Index | p. 457 |