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- ISBN: 9781439802700 | 143980270X
- Cover: Hardcover
- Copyright: 8/26/2009
Noted for its practical, student-friendly approach to graduate-level mechanics, this volume is considered one of the top references-for students or professioals-on the subject of elasticity and stress in construction. The author presents many examples and applications to review and support several foundational concepts. The more advanced concepts in elasticity and stress are analyzed and introduced gradually, accompanied by even more examples and engineering applications in addition to numerous illustrations.Chapter problems are carefully arranged from the basic to the more challenging. Newer computer methods, including FEA and computational/equation-solving software, are covered in the book, and in many cases, classical approaches and numerical/computer approaches are both presented.
Preface | p. xiii |
Acknowledgments | p. xvii |
List of Symbols | p. xix |
*Fundamentals | |
Basic Concepts | p. 3 |
Introduction | p. 3 |
Methods of Analysis | p. 4 |
Conditions of Equilibrium | p. 5 |
Stress Defined | p. 7 |
Components of Stress | p. 8 |
Sign Convention | p. 9 |
Internal-Force Resultants | p. 9 |
Differential Equations of Equilibrium | p. 12 |
Transformation of Stress | p. 14 |
Mohr's Circle for Stress | p. 16 |
Strain Defined | p. 18 |
Components of Strain | p. 20 |
Conditions of Compatibility | p. 21 |
Large Strains | p. 22 |
Transformation of Strain | p. 23 |
Engineering Materials | p. 24 |
Stress-Strain Diagrams | p. 25 |
Hooke's Law, Poisson's Ratio | p. 26 |
Rational Design Procedure | p. 30 |
Factor of Safety | p. 31 |
Problem Formulation and Solutions | p. 32 |
Significant Digits | p. 33 |
Computational Tools | p. 33 |
References | p. 34 |
Problems | p. 34 |
Stresses in Simple Structural Members | p. 41 |
Introduction | p. 41 |
Types of Structures | p. 42 |
Axially Loaded Members | p. 45 |
Stress Concentration Factors | p. 48 |
Torsion of Circular Bars | p. 49 |
Shear Stress | p. 50 |
Angle of Twist | p. 51 |
Stresses in Beams | p. 52 |
Normal Stress | p. 53 |
Shear Stress | p. 54 |
Shear Flow | p. 55 |
Deflection of Beams by Integration | p. 56 |
Beam Deflections by Superposition | p. 61 |
Thin-Walled Pressure Vessels | p. 63 |
Yield and Fracture Criteria | p. 65 |
Maximum Principal Stress Theory | p. 65 |
Coulomb-Mohr Theory | p. 66 |
Maximum Shear Stress Theory | p. 67 |
Maximum Distortion Energy Theory | p. 68 |
A Typical Case of Combined Loadings | p. 68 |
Strain Energy | p. 71 |
CastigUano's Theorem | p. 73 |
Statically Indeterminate Structures | p. 76 |
References | p. 77 |
Problems | p. 77 |
Plates | |
Elements of Plate-Bending Theory | p. 87 |
Introduction | p. 87 |
Historical Development of Plate and Shell Theory | p. 88 |
General Behavior of Plates | p. 89 |
Strain-Curvature Relations | p. 91 |
Mohrs Circle of Curjvature | p. 93 |
Stresses and Stress Resultants | p. 94 |
Equations for Transformation of Moment | p. 97 |
Variation of Stress within a Plate | p. 98 |
The Governing Equation for Deflection of Plates | p. 101 |
Reduction of Plate-Bending Problem to That of Deflection of a Membrane | p. 102 |
Boundary Conditions | p. 103 |
Exact Theory of Plates | p. 106 |
Methods for Solution of Plate Deflections | p. 109 |
Strain Energy of Plates | p. 116 |
Energy Methods in Theory of Plates | p. 117 |
The Principle of Virtual Work | p. 117 |
The Principle of Minimum Potential Energy | p. 118 |
The Ritz Method | p. 119 |
*Natural Frequencies of Plates by the Energy Method | p. 119 |
References | p. 121 |
Problems | p. 122 |
Circular Plates | p. 127 |
Introduction | p. 127 |
Basic Relations in Polar Coordinates | p. 127 |
The Axisymmetrical Bending | p. 132 |
Equations of Equilibrium for AxisymmetricallyLoaded Circular Plates | p. 133 |
Uniformly Loaded Circular Plates | p. 135 |
*Effect of Shear on the Plate Deflection | p. 139 |
Local Stresses at the Point of Application of a Concentrated Load | p. 140 |
Circular Plates under a Concentrated Load at the Center | p. 141 |
A Short Catalog of Solutions | p. 144 |
Annular Plates with Simply Supported Outer Edges | p. 144 |
Deflection and Stress by Superposition | p. 152 |
Design Tables for Annular Plates | p. 152 |
The Ritz Method Applied to Bending of Circular Plates | p. 155 |
Asymmetrical Bending of Circular Plates | p. 161 |
*Deflection by the Reciprocity Theorem | p. 163 |
References | p. 164 |
Problems | p. 165 |
Rectangular Plates | p. 171 |
Introduction | p. 171 |
Navier's Solution for Simply Supported Rectangular Plates | p. 171 |
Simply Supported Rectangular Plates under Various Loadings | p. 174 |
Lévy's Solution for Rectangular Plates | p. 180 |
Simply Supported Rectangular Plate underUniform Loading | p. 183 |
Lévy's Method Applied to Rectangular Plates under Nonuniform Loading | p. 191 |
Rectangular Plates under ^Distributed Edge Moments | p. 195 |
Method of Superposition Applied to Bending ofRectangular Plates | p. 199 |
*The Strip Method | p. 202 |
*Simply Supported Continuous Rectangular Plates | p. 206 |
*Rectangular Plates Supported by Intermediate Columns | p. 209 |
Rectangular Plates on Elastric Foundation | p. 212 |
Simply Supported Plates | p. 213 |
Plates with Arbitrary Boundary Conditions | p. 213 |
The Ritz Method Applied to Bending of Rectangular Plates | p. 215 |
References | p. 222 |
Problems | p. 222 |
Plates of Various Geometrical Fprms | p. 229 |
Introduction | p. 229 |
*Method of Images | p. 229 |
Equilateral Triangular Plate with Simply Supported Edges | p. 232 |
Equilateral Triangtllar Plate under Uniform Moment M0 along its Boundary | p. 233 |
Equilateral Triangular Plate under Uniform Load p0 | p. 234 |
Elliptical Plates | p. 235 |
Uniformly Loaded Elliptic Plate with Clamped Edge | p. 235 |
Uniformly Loaded Elliptic Plate with SimplySupporred Edge | p. 237 |
Sector-Shaped Plates | p. 237 |
*Stress Concentration around Holes in a Plate | p. 239 |
References | p. 243 |
Problems | p. 243 |
Numerical Methods | p. 247 |
Introduction | p. 247 |
Finite Differences | p. 248 |
Solution of the Finite Difference Equations | p. 252 |
Load Representation | p. 254 |
*Plates with Curved Boundaries | p. 264 |
*The Polar Mesh | p. 268 |
*The Triangular Mesh | p. 269 |
The Finite Element Method | p. 272 |
Properties of a Finite Element | p. 273 |
Displacement Matrix | p. 274 |
Strain, Stress, and Elasticity Matrices | p. 274 |
Formulation of the Finite Element Method | p. 276 |
Beam Element | p. 279 |
Methods of Assemblage of the [k]e's | p. 280 |
Triangular Finite Element | p. 282 |
Displacement Function | p. 283 |
The Stiffness Matrix | p. 285 |
External Nodal Forces | p. 285 |
Rectangular Finite Element | p. 287 |
Displacement Function | p. 287 |
The Stiffness Matrix | p. 288 |
External Nodal Forces | p. 291 |
References | p. 293 |
Problems | p. 294 |
Anisotropic Plates | p. 299 |
Introduction | p. 299 |
Basic Relationships | p. 300 |
Determination of Rigidities | p. 302 |
p. 303 | |
Application of Navier's Method | p. 305 |
Application of Lévy's Method | p. 307 |
Application of the Finite Difference Method | p. 308 |
Elliptic and Circular Orthotropic Plates | p. 310 |
Deflection by the Energy Method | p. 311 |
*Plates of Isotropic Multilayers | p. 315 |
The Finite Element Solution | p. 316 |
A Typical Layered Orthotropic Plate | p. 319 |
Laminated Composite Plates | p. 322 |
References | p. 327 |
Problems | p. 328 |
Plates under Combined Lateral and In-Plane Loads | p. 331 |
Introduction | p. 331 |
Governing Equation for the Deflection Surface | p. 331 |
Buckling of Plates | p. 335 |
Application of the Energy Method | p. 339 |
*The Finite Difference Solution | p. 345 |
Plates with Small Initial Curvature | p. 349 |
*Bending to a Cylindrical Surface | p. 351 |
References | p. 355 |
Problems | p. 355 |
Large Deflections of Plates | p. 359 |
Introduction | p. 359 |
Plate Behavior When Deflections Are Large | p. 360 |
Comparison of Small- and Large-Deflection Theories | p. 361 |
An Approximate Method for the Circular Plate | p. 361 |
Exact Solution for the Circular Plate Problem | p. 363 |
General Equations for Large Deflections of Plates | p. 364 |
Deflections by the Energy Method | p. 367 |
The Finite Element Solution | p. 371 |
Rectangular Finite Element373 | |
References | p. 374 |
Problems | p. 375 |
Thermal Stresses in Plates | p. 377 |
Introduction | p. 377 |
Stress, Strain, and Displacement Relations | p. 378 |
Stress Resultants | p. 379 |
The Governing Differential Equations | p. 380 |
Simply Supported Rectangular Plate Subject to an Arbitrary Temperature Distribution | p. 382 |
Simply Supported Rectangular Plate with Temperature Distribution Varying over the Thickness | p. 383 |
Analogy between Thermal and Isothermal PlateProblems | p. 385 |
Plates with Clamped Edges | p. 385 |
Plates with Simply Supported or Free Edges | p. 386 |
Axisymmetrically Heated Circular Plates | p. 388 |
References | p. 391 |
Problems | p. 392 |
Shells | |
Membrane Stresses in Shells | p. 397 |
Introduction | p. 397 |
Theories and General Behavior of Shells | p. 397 |
Load Resistance Action of a Shell | p. 399 |
Geometry of Shells of Revolution | p. 401 |
Symmetrically Loaded Shells of Revolution | p. 402 |
Some Typical Cases of Shells: of Revolution | p. 405 |
Spherical Shell | p. 406 |
Conical Shell | p. 406 |
Circular Cylindrical Shell | p. 408 |
Axially Symmetric Deformation | p. 417 |
Asymmetrically Loaded Shells of Revolution | p. 419 |
*Shells of Revolution under Wind Loading | p. 421 |
Cylindrical Shells of General'shape | p. 424 |
*Folded Structures | p. 428 |
*Shells of General Form | p. 429 |
*Breakdown of Elastic Action in Shells | p. 433 |
References | p. 435 |
Problems | p. 435 |
Bending Stresses in Shells | p. 443 |
Introduction | p. 443 |
Shell Stress Resultants | p. 443 |
Force, Moment, and Displacement Relations | p. 445 |
Compound Stresses in a Shell | p. 448 |
Strain Energy in the Bending and Stretching of Shells | p. 448 |
Axisym metrically Loaded Circular Cylindrical Shells | p. 449 |
A Typical Case of the Axisym metricallyLoaded Cylindrical Shell | p. 453 |
Shells of Revolution under Axisym metrical Loads | p. 457 |
Conical Shells | p. 459 |
Spherical Shells | p. 459 |
Cylindrical Shells | p. 460 |
Governing Equations for Axisym metrical Displacements | p. 460 |
Spherical Shells under Axisym metrical Load | p. 462 |
Comparison of Bending and Membrane Stresses | p. 465 |
*Simplified Theory of Spherical Shells underAxisymmetrical Load | p. 466 |
The Finite Element Representations of Shells of General Shape | p. 470 |
The Finite Element Solution of Axisym metrically Loaded Shells | p. 471 |
References | p. 474 |
Problems | p. 475 |
Applications to Pipes, Tanks, and Pressure Vessels | p. 477 |
Introduction | p. 477 |
Pipes Subjected to Edge Forces and Moments | p. 478 |
Long Pipes | p. 478 |
Short Pipes | p. 480 |
Reinforced Cylinders | p. 482 |
Cylinders with Collars That Prohibit Deflection | p. 482 |
Cylinders with Collars That Resist Deflection | p. 483 |
Cylinders with Closed Ends | p. 484 |
Cylindrical Tanks | p. 484 |
Thermal Stresses in Cylinders | p. 488 |
Uniform Temperature Distribution | p. 488 |
Radial Temperature Gradient | p. 489 |
Thermal Stresses in Compound Cylinders | p. 491 |
Discontinuity Stresses in Pressure Vessels | p. 494 |
Cylindrical Vessel with Hemispherical Heads | p. 495 |
Cylindrical Vessel with Ellipsoidal Heads | p. 498 |
Cylindrical Vessel with Flat Heads | p. 499 |
*Design Formulas for Conventional Pressure Vessels | p. 500 |
References | p. 502 |
Problems | p. 503 |
Cylindrical Shells under General Loads | p. 507 |
Introduction | p. 507 |
Differential Equations of Equilibrium | p. 508 |
Kinematic Relationships | p. 509 |
The Governing Equations for Deflections | p. 512 |
*Approximate Relations | p. 513 |
A Typical Case of Asymmetrical Loading | p. 514 |
Curved Circular Panels | p. 518 |
*A Simple Theory of Bending of Curved Circular Panels | p. 520 |
*Curved Circular Panels with Ends Simply Supported and Straight Edges Free | p. 523 |
Inextensional Deformations | p. 527 |
A Typical Layered Orthotropic Cylindrical Shell | p. 531 |
Laminated Composite Cylindrical Shells | p. 535 |
*Symmetrical Buckling under Uniform Axial Pressure | p. 537 |
Nonsymmetrical Buckling under Uniform Axial Compression | p. 540 |
References | p. 544 |
Problems | p. 544 |
Appendices | |
Fourier Series Expansions | p. 547 |
Single Fourier Series | p. 547 |
Half-Range Expansions | p. 549 |
Double Fourier Series | p. 551 |
Reference | p. 552 |
Tables | p. 553 |
Conversion Factors: SI Units to U.S. Customary Units | p. 553 |
SI Unit Prefixes | p. 554 |
Typical Properties for Some Common Materials | p. 555 |
Properties of Common Areas | p. 577 |
Beam Deflection and Slopes | p. 558 |
Restrained Beam Reactions and Deflections | p. 560 |
Answers to Selected Problems | p. 563 |
Index | p. 56 |
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