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9780471867722

Vibration Damping

by ; ;
  • ISBN13:

    9780471867722

  • ISBN10:

    0471867721

  • Edition: 1st
  • Format: Hardcover
  • Copyright: 1991-01-16
  • Publisher: Wiley-Interscience
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Supplemental Materials

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Summary

A practical approach to the application of viscoelastic damping materials to control vibration and noise problems in industrial structures, machinery, computer machinery, and vehicles. Assuming a basic understanding of mechanical engineering, the text covers implementation of theory, including material properties, dynamic structural response, design procedures and practical applications. Based on an understanding of both the properties of materials and the vibrational response of structures. Considers individual structures and the damping materials properties simultaneously. Includes extensive collection of data sheets for a large number of useful damping materials.

Author Biography

Ahid D. Nashif and David I. G. Jones are the authors of Vibration Damping, published by Wiley.

Table of Contents

Nomenclature: Standard and Generic Symbols xv
Fundamental Concepts in Structural Dynamics
1(43)
Introduction
2(1)
Methods of Predicting Response
3(22)
Introductory Remarks
3(2)
Direct Classical Method of Predicting Response
5(6)
Classical Normal Mode Method
11(5)
Discrete Methods
16(4)
Receptance/Impedance Methods
20(3)
Transfer Matrix Methods
23(1)
Finite Element Methods
24(1)
Techniques for Vibration Control
25(19)
Introductory Remarks
25(1)
Effects of Mass, Stiffness, and Damping
26(1)
Criteria for Damping
27(6)
Isolation
33(2)
Enclosures and Barriers
35(1)
Noise in Structures and Machines
36(1)
Fatigue of Materials
37(7)
Characterization of Damping in Structures and Materials
44(43)
Effects of Damping
45(6)
Nonmaterial Damping
51(10)
Acoustic Radiation Damping
51(4)
Linear Air Pumping
55(2)
Coulomb Friction Damping
57(4)
Damping in Materials
61(13)
Introductory Remarks
61(3)
High Damping Alloys
64(1)
Composite Materials
65(2)
Viscoelastic Materials
67(1)
Characterization of Damping Materials' Behavior
68(6)
The Complex Modulus Approach
74(5)
Introductory Remarks
74(1)
Hysteresis Loops
74(1)
Energy Dissipation
75(1)
Relationship Between Various Moduli
76(2)
Relationship Between Harmonic and Transient Responses
78(1)
Examples and Illustrations
79(8)
Two Degree of Freedom System with Friction Damping
79(3)
Calculations for Transient Response
82(5)
Behavior and Typical Properties of Damping Materials
87(30)
Introduction
88(1)
Effects of Environmental Factors
89(5)
Effects of Temperature
89(1)
Effects of Frequency
90(2)
Effects of Cyclic Dynamic Strain
92(1)
Effects of Static Preload
93(1)
Effects of the Environmental Factors
94(1)
Analytical Modeling
94(18)
Representation of Frequency Effects
95(3)
Representation of Frequency-Temperature Effects
98(4)
Representation of Frequency-Dynamic Strain Effects
102(3)
Representation of Preload Effects
105(5)
General Analytical Representation
110(2)
Properties of Typical Damping Materials
112(5)
Measurement and Analysis
114(2)
Properties of Typical Materials
116(1)
Modeling of Structural Response of Damped Systems
117(72)
Introduction
118(1)
Steady State Response of a Single Degree of Freedom System
119(11)
Force Excitation---Viscous Damping
119(4)
Force Excitation---Hysteretic Damping
123(2)
Comparison of Viscous and Hysteretic Damping
125(1)
Base Excitation of a Single Degree of Freedom Systems
126(2)
Effects of Real Material Behavior
128(2)
Determination of Damping From Steady State Harmonic Response
130(15)
Damping from Half-Power Bandwidth
130(3)
Resonant Response Amplitude
133(2)
Nyquist Diagram
135(3)
Hysteresis Loops
138(4)
Damping from Quadrature Bandwidth
142(1)
Dynamic Stiffness
143(2)
Transient Response
145(6)
Viscous Damped System
145(2)
Viscoelastically Damped System
147(4)
Random Response
151(4)
Force Excitation
151(3)
Base Excitation
154(1)
Steady State Response of Multiple Degree of Freedom Systems
155(16)
Discrete Element Modeling
155(1)
Free Vibrations of Beam by Classical Approach
155(5)
Forced Vibration by the Normal Mode Method
160(2)
Transfer Matrix Method
162(6)
Finite Element Analysis
168(1)
Experimental Modal Analysis
169(2)
Examples and Illustrations
171(18)
One Degree of Freedom High Damping System (Analysis of Test Data)
171(3)
Harmonic Response of Single Degree of Freedom System with Viscous or Hysteretic Damping and Fixed Mass and Stiffness (Force Excitation)
174(6)
Harmonic Response of Single Degree of Freedom System with Variable Stiffness and Damping (Force Excitation)
180(5)
Harmonic Response of Single Degree of Freedom System with Variable Stiffness and Damping (Base Excitation)
185(4)
Discrete Damping Devices
189(69)
Introduction
190(1)
Tuned Damper Behavior
191(6)
Energy Dissipated in a Single Degree of Freedom Tuned Damper
191(2)
Damping and Inertia Forces from a Single Degree of Freedom Tuned Damper
193(1)
Damper Geometry and Design Considerations
194(3)
Tuned Dampers in Simple Structures
197(16)
Introductory Remarks
197(1)
Modal Analysis of the Effect of Tuned Dampers on a Simple Beam with Force Excitation
198(7)
Modal Analysis of Tuned Dampers on a Beam with Base Excitation
205(5)
Direct Solutions for Tuned Dampers on Beams
210(3)
Tuned Dampers in Complex Structures
213(4)
Frequency Bandwidth of Effective Operation
213(1)
Skin-Stringer Structures
214(3)
Structural Modification by Links Joining Two Points of a Structure
217(11)
General Analysis
217(2)
Two Parallel Beams Joined by a Link (Force Excitation/Receptance Analysis)
219(2)
Two Parallel Clamped-Clamped Beams Joined by a Link (Base Excitation/Direct Analysis)
221(7)
Applications and Examples
228(30)
Development of a Tuned Damper for an Aircraft IFF Antenna
228(23)
Tuned Damper for Vibration Control of Impeller Blades
251(7)
Surface Damping Treatments
258(105)
Introductory Remarks
259(1)
Analysis For Beams and Plates
259(4)
Ross-Kerwin-Ungar Equations
259(1)
Assumptions, Precautions and Uses
260(3)
Extensional Damping Treatment
263(12)
Equations
263(1)
Effects of Temperature
264(1)
Effects of Thinckness
265(3)
Effects of Initial Structural Damping
268(2)
Effects of Frequency and Semi-wavelength
270(1)
Effects of Bonding Techniques
271(1)
Effects of Partial Coverage
272(1)
Effects of Multiple Materials
272(3)
Stiffened Plate with Extensional Damping Treatment
275(3)
Equations
275(1)
Typical Test Results for Multispan Stiffened Structure
276(2)
Shear Damping Treatment
278(13)
Introductory Remarks
278(7)
Effects of Temperature
285(1)
Effects of Thickness
286(2)
Effects of Frequency and Wavelength
288(2)
Effects of Initial Structural Damping
290(1)
Effects of Constraining-Layer Damping
290(1)
Multiple Constrained-Layer Treatments
291(12)
Introductory Remarks
291(3)
Multiple Materials
294(1)
Equivalent Complex Modulus Concept
295(3)
Illustration of Multiple-Layer Treatment on Clamped-Clamped Beam (Single Material)
298(1)
Application of Equivalent Free-Layer Approach for Multiple Material Treatments
298(1)
Illustration of Multiple Material Treatment on Clamped-Clamped Beam
298(3)
Multiple Constrained-Layer Treatments on Stiffened Structure
301(2)
Application of Analysis to Measure Damping Properties
303(9)
Introductory Remarks
303(1)
Description of Specimens
303(2)
Instrumentation and Set-up
305(1)
Data Reduction
305(5)
Assumptions and Precautions
310(2)
Applications and Examples
312(51)
Development of a Constrained-Layer Treatment for Vibration Control in an Aircraft Weapon Dispenser
312(8)
Development of a Damping Wrap for Vibration Control in a Jet Engine Inlet Guide Vane
320(8)
Constrained-Layer Damping for Noise Reduction in a Helicopter Cabin
328(11)
Development of a Free-Layer Treatment for an Engine Exhaust Stack
339(10)
Application of Damping in Noise Control a Diesel Engine
349(14)
Design Data Sheets
363(78)
Caution
363(2)
Data Sheets Giving Complex Modulus Properties as Function of Temperature and Frequency
365(76)
Index 441

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