1 | Historical Development of Vibration Analysis of Continuous Structural Elements | 1 |
| References | 4 |
2 | Deep Shell Equations | 7 |
2.1 | Shell Coordinates and Infinitesimal Distances in Shell Layers | 8 |
2.2 | Stress-Strain Relationships | 13 |
2.3 | Strain-Displacement Relationships | 15 |
2.4 | Love Simplifications | 22 |
2.5 | Membrane Forces and Bending Moments | 24 |
2.6 | Energy Expressions | 28 |
2.7 | Love's Equations by Way of Hamilton's Principle | 30 |
2.8 | Boundary Conditions | 35 |
2.9 | Hamilton's Principle | 39 |
2.10 | Other Deep Shell Theories | 43 |
2.11 | Shells of Nonuniform Thickness References | 46 |
2.12 | Radii of Curvature | 47 |
| References | 50 |
3 | Equations of Motion for Commonly Occurring Geometries | 51 |
3.1 | Shells of Revolution | 51 |
3.2 | Circular Conical Shell | 54 |
3.3 | Circular Cylindrical Shell | 56 |
3.4 | Spherical Shell | 57 |
3.5 | Other Geometries | 59 |
| References | 63 |
4 | Nonshell Structures | 64 |
4.1 | Arch | 64 |
4.2 | Beam and Rod | 67 |
4.3 | Circular Ring | 68 |
4.4 | Plate | 69 |
4.5 | Torsional Vibration of Circular Cylindrical Shell and Reduction to a Torsion Bar | 72 |
| References | 74 |
5 | Natural Frequencies and Modes | 75 |
5.1 | General Approach | 75 |
5.2 | Transversely Vibrating Beams | 77 |
5.3 | Circular Ring | 82 |
5.4 | Rectangular Plates that are Simply supported Along Two Opposing Edges | 86 |
5.5 | Circular Cylindrical Shell Simply Supported | 93 |
5.6 | Circular Plates Vibrating Transversely | 102 |
5.7 | Example: Plate Clamped at Boundary | 103 |
5.8 | Orthogonality Property of Natural Modes | 106 |
5.9 | Superposition Modes | 109 |
5.10 | Orthogonal Modes from Nonorthogonal Superposition Modes | 113 |
5.11 | Distortion of Experimental Modes Because of Damping | 117 |
5.12 | Separating Time Formally | 120 |
5.13 | Uncoupling of Equations of Motion | 122 |
5.14 | In-Plane Vibrations of Rectangular Plates | 124 |
5.15 | In-Plane Vibration of Circular Plates | 128 |
5.16 | Deep Circular Cylindrical Panel Simply Supported at All Edges | 131 |
5.17 | Natural Mode Solutions by Power Series | 133 |
5.18 | On Regularities Concerning Nodelines | 142 |
| References | 143 |
6 | Simplified Shell Equations | 145 |
6.1 | Membrane Approximation | 145 |
6.2 | Axisymmetric Eigenvalues of a Spherical Shell | 146 |
6.3 | Bending Approximation | 151 |
6.4 | Circular Cylindrical Shell | 152 |
6.5 | Zero In-Plane Deflection Approximation | 153 |
6.6 | Example: Curved Fan Blade | 154 |
6.7 | Donnell-Mushtari-Vlasov Equations | 154 |
6.8 | Natural Frequencies and Modes | 157 |
6.9 | Circular Cylindrical Shell | 157 |
6.10 | Circular Duct Clamped at Both Ends | 159 |
6.11 | Vibrations of a Freestanding Smokestack | 161 |
6.12 | Special Cases of the Simply Supported Closed Shell and Curved Panel | 162 |
6.13 | Barrel-Shaped Shell | 163 |
6.14 | Spherical Cap | 165 |
6.15 | Inextensional Approximation: Ring | 167 |
6.16 | Toroidal Shell | 168 |
6.17 | The Barrel-Shaped Shell Using Modified Love Equations | 170 |
6.18 | Doubly Curved Rectangular Plate | 174 |
| References | 176 |
7 | Approximate Solution Techniques | 178 |
7.1 | Approximate Solutions by Way of the Variational Integral | 179 |
7.2 | Use of Beam Functions | 181 |
7.3 | Galerkin's Method Applied to Shell Equations | 184 |
7.4 | Rayleigh-Ritz Method | 191 |
7.5 | Southwell's Principle | 196 |
7.6 | Dunkerley's Principle | 199 |
7.7 | Strain Energy Expressions | 201 |
| References | 206 |
8 | Forced Vibrations of Shells by Modal Expansion | 207 |
8.1 | Model Participation Factor | 207 |
8.2 | Initial Conditions | 210 |
8.3 | Solution of the Modal Participation Factor Equation | 211 |
8.4 | Reduced Systems | 214 |
8.5 | Steady-State Harmonic Response | 215 |
8.6 | Step and Impulse Response | 216 |
8.7 | Influence of Load Distribution | 217 |
8.8 | Point Loads | 220 |
8.9 | Line Loads | 225 |
8.10 | Point Impact | 227 |
8.11 | Impulsive Forces and Point Forces Described by Dirac Delta Functions | 230 |
8.12 | Definitions and Integration Property of the Dirac Delta Function | 232 |
8.13 | Selection of Mode Phase Angles for Shells of Revolution | 233 |
8.14 | Steady-State Circular Cylindrical Shell Response to Harmonic Point Load with All Mode Components Considered | 236 |
8.15 | Initial Velocity Excitation of a Simply Supported Cylindrical Shell | 240 |
8.16 | Static Deflections | 243 |
8.17 | Rectangular Plate Response to Initial Displacement Caused by Static Sag | 243 |
8.18 | The Concept of Modal Mass, Stiffness Damping and Forcing | 246 |
8.19 | Steady State Response of Shells to Periodic Forcing | 248 |
8.20 | Plate Response to a Periodic Square Wave Forcing | 251 |
8.21 | Beating Response to Steady state Harmonic Forcing | 253 |
| References | 255 |
9 | Dynamic Influence (Green's) Function | 256 |
9.1 | Formulation of the Influence Function | 257 |
9.2 | Solution to General Forcing Using the Dynamic Influence Function | 259 |
9.3 | Reduced Systems | 260 |
9.4 | Dynamic Influence Function for the Simply Supported Shell | 261 |
9.5 | Dynamic Influence Function for the Closed Circular Ring | 263 |
9.6 | Traveling Point Load on Simply Supported Cylindrical Shell | 264 |
9.7 | Point Load Traveling Around a Closed Circular Cylindrical Shell in Circumferential Direction | 267 |
9.8 | Steady-State Harmonic Green's Function | 271 |
9.9 | Rectangular Plate Examples | 272 |
9.10 | Floating Ring Impacted by a Point Mass | 277 |
| References | 279 |
10 | Moment Loading | 281 |
10.1 | Formulation of Shell Equations That Include Moment Loading | 282 |
10.2 | Modal Expansion Solution | 284 |
10.3 | Rotating Point Moment on a Plate | 285 |
10.4 | Rotating Point Moment on a Shell | 287 |
10.5 | Rectangular Plate Excited by a Line Moment | 289 |
10.6 | Response of a Ring on an Elastic Foundation to a Harmonic Point Moment | 291 |
10.7 | Moment Green's Function | 295 |
| References | 300 |
11 | Vibration of Shells and Membranes Under the Influence of Initial Stresses | 301 |
11.1 | Strain-Displacement Relationships | 302 |
11.2 | Equations of Motion | 305 |
11.3 | Pure Membranes | 309 |
11.4 | Example: The Circular Membrane | 311 |
11.5 | Spinning Saw Blade | 315 |
11.6 | Donnell-Mushtari-Vlasov Equations Extended to Include Initial Stresses | 318 |
| References | 320 |
12 | Shell Equations with Shear Deformation and Rotatory Inertia | 322 |
12.1 | Equations of Motion | 322 |
12.2 | Beams with Shear Deflection and Rotatory Inertia | 325 |
12.3 | Plates with Transverse Shear Deflection and Rotatory Inertia | 329 |
12.4 | Circular Cylindrical Shells with Transverse Shear Deflection and Rotatory Inertia | 333 |
| References | 336 |
13 | Combinations of Structures | 337 |
13.1 | Receptance Method | 338 |
13.2 | Mass Attached to Cylindrical Panel | 339 |
13.3 | Spring Attached to Shallow Cylindrical Panel | 342 |
13.4 | Harmonic Response of a System in Terms of Its Component Receptances | 344 |
13.5 | Dynamic Absorber | 347 |
13.6 | Harmonic Force Applied Though a Spring | 350 |
13.7 | Steady-State Response to Harmonic Displacement Excitation | 353 |
13.8 | Complex Receptances | 354 |
13.9 | Stiffening of Shells | 356 |
13.10 | Two Systems Joined by Two or More Displacement | 360 |
13.11 | Suspension of an Instrument Package in a Shell | 362 |
13.12 | Subtracting Structural Subsystems | 365 |
13.13 | Three and More Systems Connected | 370 |
13.14 | Examples of Three Systems Connected to Each Other | 374 |
| References | 378 |
14 | Hysteresis Damping | 380 |
14.1 | Equivalent Viscous Damping Coefficient | 381 |
14.2 | Hysteresis Damping | 381 |
14.3 | Direct Utilization of Hysteresis Model in Analysis | 384 |
14.4 | Hysteretically Damped Plate Excited by Shaker | 386 |
14.5 | Steady State Response to Periodic Forcing | 388 |
| References | 390 |
15 | Shells Made of Composite Material | 391 |
15.1 | Nature of Composites | 391 |
15.2 | Lamina-Constitutive Relationship | 392 |
15.3 | Laminated Composite | 397 |
15.4 | Equation of Motion | 399 |
15.5 | Orthotropic Plate | 400 |
15.6 | Circular Cylindrical Shell | 402 |
15.7 | Orthotropic Nets or Textiles Under Tension | 406 |
15.8 | Hanging Net or Curtain | 408 |
15.9 | Shells Made of Homogeneous and Isotropic Lamina | 410 |
15.10 | Simply Supported Sandwich Plates and Beams Composed of Three Homogeneous and Isotropic Lamina | 412 |
| References | 414 |
16 | Rotating Structures | 415 |
16.1 | String Parallel to Axis of Rotation | 415 |
16.2 | Beam Parallel to Axis of Rotation | 422 |
16.3 | Rotating Ring | 425 |
16.4 | Rotating Ring Using Inextensional Approximation | 428 |
16.5 | Cylindrical Shell Rotating with Constant Spin About Its Axis | 431 |
16.6 | General Rotations of Elastic Systems | 432 |
16.7 | Shells of Revolution with Constant Spin About their Axes of Revolution | 433 |
16.8 | Spinning Disk | 436 |
| References | 436 |
17 | Thermal Effects | 438 |
17.1 | Stress Resultants | 438 |
17.2 | Equations of Motion | 440 |
17.3 | Plate | 443 |
17.4 | Arch, Ring, Beam, and Rod | 443 |
17.5 | Limitations | 444 |
| References | 445 |
18 | Elastic Foundations | 446 |
18.1 | Equations of Motion for Shells on Elastic Foundations | 447 |
18.2 | Natural Frequencies and Modes | 447 |
18.3 | Plates on Elastic Foundations | 448 |
18.4 | Ring on Elastic Foundation | 449 |
18.5 | Donnell-Mushtari-Vlasov Equations with Transverse Elastic Foundation | 451 |
18.6 | Forces Transmitted into the Base of the Elastic Foundation | 451 |
18.7 | Vertical Force Transmission Through the Elastic Foundation of a Ring on a Rigid Wheel | 453 |
18.8 | Response of a Shell on an Elastic Foundation to Base Excitation | 458 |
18.9 | Plate Examples of Base Excitation and Force Transmission | 460 |
18.10 | Natural Frequencies and Modes of a Ring on an Elastic Foundation in Ground Contact at a Point | 462 |
18.11 | Response of a Ring on an Elastic Foundation to a Harmonic Point Displacement | 464 |
| References | 468 |
19 | Similitude | 469 |
19.1 | General Similitude | 469 |
19.2 | Derivation of Exact Similitude Relationships for Natural Frequencies of Thin Shells | 471 |
19.3 | Plates | 472 |
19.4 | Shallow Spherical Panels of Arbitrary Contours (Influence of Curvature) | 474 |
19.5 | Forced Response | 476 |
19.6 | Approximate Scaling of Shells Controlled by Membrane Stiffness | 477 |
19.7 | Approximate Scaling of Shells Controlled by Bending Stiffness | 478 |
| References | 479 |
20 | Interactions with Liquids and Gases | 480 |
20.1 | Fundamental Form in Three-Dimensional Curvilinear Coordinates | 480 |
20.2 | Stress-Strain-Displacement Relationships | 482 |
20.3 | Energy Expressions | 486 |
20.4 | Equations of Motion of Vibroelasticity with Shear | 487 |
20.5 | Example: Cylindrical Coordinates | 492 |
20.6 | Example: Cartesian Coordinates | 493 |
20.7 | One-Dimensional Wave Equations for Solids | 495 |
20.8 | Three-Dimensional Wave Equations for Solids | 496 |
20.9 | Three-Dimensional Wave Equations for Inviscid Compressible Liquids and Gases (Acoustics) | 498 |
20.10 | Interface Boundary Conditions | 502 |
20.11 | Example: Acoustic Radiation | 502 |
20.12 | Incompressible Liquids | 505 |
20.13 | Example: Liquid on Plate | 506 |
20.14 | Orthogonality of Natural Modes for Three-Dimensional Solids, Liquids, and Gases | 511 |
| References | 513 |
21 | Discretizing Approaches | 515 |
21.1 | Finite Differences | 515 |
21.2 | Finite Elements | 520 |
21.3 | Free and Forced Vibration Solutions | 533 |
| References | 538 |
| Index | 539 |