TOC-Book-Blevin-james FIV dynamics

TOC

1 blevin, FIV

Dimensional Analysis
1.1 Nondimensional parameters
1.2 Application

2 Ideal Fluid Models
2.1 Fundamentals of potential flow
2.2 Added mass 
2.3 Fluid coupling
2.4 Vortex motion

3. Vortex-induced Vibration
3.1 Vortex wake of a stationary circular cylinder
3.2 Strouhal number 
3.3 Effect of cylinder motion on wake
3.4 Analysis of vortex-induced vibration
3.5 Models for vortex-induced vibration
3.6 Reduction of vortex-induced vibration
3.7 The problem with bridge decks
3.8 Example: Marine cables and pipelines

4. Galloping and Flutter
4.6 Prevention of galloping and flutter
4.7 Example: Flutter analysis of 1927 Ryan NYP
4.8 Example: Galloping of a cable

5. Instability of Tube and Cylinder Arrays
5.1 Description of fluid elastic instability
5.2 Theory of fluid elastic instability
5.3 Practical considerations for heat exchangers
5.4 Vibration of pairs of cylinders
5.5 Example: Tube instability in a heat exchanger

6 Vibrations Induced by Oscillating Flow
6.1 Inline forces and their maximum
6.2 Inline motion
6.3 Fluid force coefficients
6.4 Transverse force and response
6.5 Reduction of vibration induced by oscillating flow
6.6 Example: Ocean wave-induced vibration of a riser
6.7 Ship motion in a seaway .

7 Vibration Induced by Turbulence and Sound
7.1 Elements of the theory of random vibrations
7.2 Sound- and turbulence-induced vibration of panels
7.3 Turbulence-induced vibration of tubes and rods
7.4 Vibration induced by winds
7.5 Response of aircraft to gusts
7.6 Reduction of vibration induced by turbulence
7.7 Example: Wind-induced vibration of a building

8 Damping of Structures
8.1 Elements of damping
8.2 Fluid damping
8.3 Structural damping
8.4 Damping of bridges, towers, buildings, piping, and aircraft structures
8.5 Material damping and dampers

9 Sound Induced by Vortex Shedding
9.1 Sound from single cylinders
9.2 Sound from vibrating cylinders
9.3 Sound from multiple tubes and heat exchangers
9.4 Sound from flow over cavities

10 Vibrations of a Pipe Containing a Fluid Flow
10.1 Instability of fluid-conveying pipes
10.2 External axial flow
10.3 Pipe whip
10.4 Acoustical Forcing and Leakage-induced Vibration

Appendix A: Modal Analysis
Appendix B: Principal Coordinates
Appendix C: Aerodynamic Sources of Sound
Appendix D: Digital Spectral and Fourier Analysis
Appendix E: ASME Code on Flow-Induced Vibration
Author Index
Subject Index

2 james, fundamentals of applied dynamics

OUR NICHE IN THE COSMOS 1
1-1 Introduction 1
1-2 Why History? 3
1-3 Importance of Mathematics in the Development of Mechanics 3
1-4 Our Sources from Antiquity: Getting the Message from There to Here 4 *
1 -4.1 Invention of Writing 5
1-4.2 Hieroglyphics 6
1-4.3 Cuneiform 7
1-4.4 Ancient Egyptian Papyri 7
1-4.5 Mesopotamian Clay Tablets 9
1-5 Ancient Egyptian Astronomy and Mathematics 9
1 -5.1 Ancient Egyptian Astronomy 10
1-5.2 Ancient Egyptian Mathematics 11
1-6 Mesopotamian Astronomy and Mathematics 14
1-6.1 Mesopotamian Astronomy 15
1-6.2 Mesopotamian Mathematics 15
1-7 Mathematics of the Mayans, Indians, Arabs, and Chinese 16
1-8 The First Great Engineering Society 19
1-9 Adverse Criticism of Ancient Egyptian and Mesopotamian Mathematics 24
1-10 Evolution through the Hellenic Era 29
1-11 The Unification of Celestial and Terrestrial Motion 31
1-11.1 Celestial Motion 31
1-11.2 Terrestrial Motion 44 "
1-11.3 Unification 45
1-12 Variational Principles in Dynamics 47
1-13 The Internationalism of Dynamics 52
1-14 Our Niche in the Cosmos 53

2 DESIGN, MODELING, AND FORMULATION OF EQUATIONS OF MOTION 55
2-1 Introduction 55
2-2 Design and Modeling 56
2-2.1 The Design Process 56
2-2.2 The Modeling Process 57
2-2.3 Our More Modest Goals 58
2-3 Direct and Indirect Approaches for Formulation
of Equations of Motion 59

3 KINEMATICS 68
3-1 Introduction 68
3-2 Position, Velocity, and Acceleration 69
3-3 Plane Kinematics of Rigid Bodies 75
3-3.1 The General Motion of a Rigid Body 75
3-3.2 Types of Plane Motion of a Rigid Body 76
3-3.3 Angular Displacement, Angular Velocity,and Angular Acceleration 77
3-3.4 A Cautionary Note about Finite Rotations 83
3-4 Time Rate of Change of Vector in Rotating Frame 85
3-5 Kinematic Analysis Utilizing Intermediate Frames 90
3-6 Generalizations of Kinematic Expressions 108
Problems for Chapter 3 111

4 MOMENTUM FORMULATION FOR SYSTEMS 01 PARTICLES 135
4-1 Introduction 135
4-2 The Fundamental Physics 136
4-2.1 Newton's Laws of Motion 136
4-2.2 A Particle 137
4-2.3 Linear Momentum and Force 138
4-2.4 Inertial Reference Frames 139
4-2.5 The Universal Law of Gravitation 140
4-3 Torque and Angular Momentum for a Particle 141
4-4 Formulation of Equations of Motion: Examples 144
4-4.1 Problems of Particle Dynamics of the First Kind 145
4-4.2 Problems of Particle Dynamics of the Second Kind 151
Problems for Chapter 4 163

5 VARIATIONAL FORMULATION FOR SYSTEMS OF PARTICLES 179
5-1 Introduction 179
5-2 Formulation of Equations of Motion 180
5-3 Work and State Functions 181
5-3.1 Work 182
5-3.2 Kinetic State Functions 183
5-3.3 Potential State Functions 185
5-3.4 Energy and Coenergy 189
5-4 Generalized Variables and Variational Concepts 190
5-4.1 Generalized Coordinates 190
5-4.2 Admissible Variations, Degrees of Freedom, Geometric Constraints, and Holonomicity 195
5-4.3 Variational Principles in Mechanics 201
5-4.4 Generalized Velocities and Generalized Forces
for Holonomic Systems 205
5-5 Equations of Motion for Holonprnic Mechanical Systems
via Variational Principles 213
5-6 Work-Energy Relation 238
5-7 Nature of Lagrangian Dynamics 241
Problems for Chapter 5 243

6 DYNAMICS OF SYSTEMS CONTAINING RIGID BODIES 268
6-1 Introduction 268
6-2 Momentum Principles for Rigid Bodies 269
6-2.1 Review of Solids in Equilibrium and Particle Dynamics 270
6-2.2 Models of Rigid Bodies 271
6-2.3 Momentum Principles for Extended Bodies:
The Newton-Euler Equations 272
6-2.4 Momentum Principles for Rigid Bodies Modeled
as Systems of Particles 273
6-2.5 Momentum Principles for Rigid Bodies Modeled as Continua 275
6-3 Dynamic Properties of Rigid Bodies 279 *
6-3.1 The Inertia Tensor 279
6-3.2 Parallel-Axes Theorem 290
6-3.3 Principal Directions and Principal Moments of Inertia 296
6-3.4 Uses of Mass Symmetry 298
6-4 Dynamics of Rigid Bodies via Direct Approach 303
6-5 Lagrangian for Rigid Bodies 308
6-5.1 Kinetic Coenergy Function for Rigid Body 308
6-5.2 Potential Energy Function for Rigid Body 310
6-6 Equations of Motion for Systems Containing Rigid Bodies
in Plane Motion 311
Problems for Chapter 6 334

7 DYNAMICS OF ELECTRICAL AND ELECTROMECHANICAL SYSTEMS 366
7-1 Introduction 366
7-2 Formulation of Equations of Motion for Electrical Networks 369
7-3 Constitutive Relations for Circuit Elements 371
7-3.1 Passive Elements 371
7-3.2 Active Electrical Elements 376
7-4 Hamilton's Principle and Lagrange's Equations
for Electrical Networks 380
7-4.1 Generalized Charge Variables 380
7-4.2 Generalized Flux Linkage Variables 382
7-4.3 Work Expressions 383
7-4.4 Summary of Lumped-Parameter Offering of Variational Electricity 386
7-4.5 Examples 386
7-5 Constitutive Relations for Transducers 407
7-5.1 Ideal Movable-Plate Capacitor 408
7-5.2 Electrically Linear Movable-Plate Capacitor 410
7-5.3 Ideal Movable-Core Inductor 412
7-5.4 Magnetically Linear Movable-Core Inductor 413
7-6 Hamilton's Principle and Lagrange's Equations for
Electromechanical Systems 415
7-6.1 Displacement-Charge Variables Formulation 416
7-6.2 Displacement-Flux Linkage Variables Formulation 417
7-6.3 Examples 419
7-7 Another Look at Lagrangian Dynamics 428
Problems for Chapter 7 429

8 VIBRATIOIV OF LINEAR LUMPED-PARAMETER SYSTEMS 439
8-1 Introduction 439
4r 8-2 Single-Degree-of-Freedom First-Order Systems 440
8-2.1 Free Response 441
8-2.2 Step Response 444
8-2.3 Ramp Response 446
8-2.4 Harmonic Response 449
8-2.5 Summary of Responses for Single-Degree-of-Freedom
First-Order Systems 459
8-3 Single-Degree-of-Freedom Second-Order Systems 460
8-3.1 Free Response 461
8-3.2 Natural Frequency via Static Deflection 467
8-3.3 Logarithmic Decrement 468
'8-3.4 Energy Loss of Free Vibration 471
8-3.5 Harmonic Response 472
8-3.6 Summary of Responses for Single-Degree-of-Freedom
Second-Order Systems 498
8-4 Two-Degree-of-Freedom Second-Order Systems 500
8-4.1 Natural Modes of Vibration 501
8-4.2 Response to Initial Conditions 514 *
8-4.3 Harmonic Response 527
8-5 Stability of Nonlinear Systems 541
K Problems for Chapter 8 557

9 DYNAMICS OF CONTINUOUS SYSTEMS 576
9-1 Introduction 576
9-2 Equations of Motion 578
9-2.1 Longitudinal Motion of System Containing Rod 579
9-2.2 Twisting Motion of System Containing Shaft 586
9-2.3 Electric Transmission Line 589
9-2.4 Flexural Motion of System Containing Beam 594
9-2.5 Summaries 602
9-3 Natural Modes of Vibration 607
9-3.1 Method of Separation of Variables 608
9-3.2 Time Response 610
9-3.3 Eigenfunctions for Second-Order Systems 612
9-3.4 Eigenfunctions for Fourth-Order Systems 620
9-3.5 General Solutions for Free Undamped Vibration 633
9-4 Response to Initial Conditions 636
9-4.1 An Example: Release of Compressed Rod 636
9-4.2 An Example: Shaft Stopped after Rotation 647
9-4.3 An Example: Sliding-Free Beam Initially Bent 650
9-5 Response to Harmonic Excitations 660
9-5.1 An Example: Specified Harmonic Motion of Boundary
9-5.2 An Example: Distributed Harmonic Force 662
9-5.3 An Example: Harmonic Force on Boundary 665
9-6 Summaries 672
Problems for Chapter 9 673

BIBLIOGRAPHY

Historical 684
Astronomy 686
Design, Systems, and Modeling 686
Elementary Dynamics 686
Intermediate/Advanced Dynamics ' 686
Hamilton's Law of Varying Action and Hamilton's Principle
Electrical and Electromechanical Systems 687
Vibration 687

APPENDIX A FINITE ROTATION 688
A-l Change in Position Vector Due to Finite Rotation 688
A-2 Finite Rotations Are Not Vectors 690
A-3 Do Rotations Ever Behave as Vectors? 692
A-3.1 Infinitesimal Rotations Are Vectors 692
A-3.2 Consecutive Finite Rotations about a Common Axis
Are Vectors 692

APPENDIX B GENERAL KINEMATIC ANALYSIS

All Angular Velocities Defined with Respect to Fixed Reference Frame (Case 1) 694
Each Angular Velocity Defined with Respect to
Immediately Preceding Frame (Case 2) 698
APPENDIX C MOMENTUM PRINCIPLES FOR SYSTEMS OF PARTICLES
C-l Asserted Momentum Principles 705
C-2 Principles for Single Particle 706
C-3 Principles for System of Particles 707
C-3.1 Asserted System Momentum Principles 708
C-3.2 System Momentum Principles Derived from Particle Momentum Principles 709
C-3.3 Conditions on Internal Forces 711

Author: ka

Created: 2020-04-19 日 11:18

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posted @ 2020-04-19 11:23  kaiming_ai  阅读(209)  评论(0编辑  收藏  举报