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9781560329855

Sinusoidal Vibration

by ;
  • ISBN13:

    9781560329855

  • ISBN10:

    1560329858

  • Format: Hardcover
  • Copyright: 2002-03-29
  • Publisher: CRC Press

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Summary

About the Series: This important new series of five volumes has been written with both the professional engineer and the academic in mind. Christian Lalanne explores every aspect of vibration and shock, two fundamental and crucially important areas of mechanical engineering, from both the theoretical and practical standpoints. As all products need to be designed to withstand the environmental conditions to which they are likely to be subjected, prototypes must be verified by calculation and laboratory tests, the latter according to specifications from national or international standards. The concept of tailoring the product to its environment has gradually developed whereby, from the very start of a design project, through the to the standards specifications and testing procedures on the prototype, the real environment in which the product being tested will be functioning is taken into account. The five volumes of Mechanical Shock and Vibration cover all the issues that need to be addressed in this areaof mechanical engineering. The theoretical analyses are placed in the context of the real world and of laboratory tests - essential for the development of specifications. Volume I: Sinusoidal Vibration The relative and absolute response of a mechanical system with a single degree of freedom is considered for arbitrary excitation, and its transfer function defined in various forms. The characteristics of sinusoidal vibration are placed in the context both of the real world and of laboratory tests, and transient and steady-state response of the single-degree-of-freedom system. First viscous damping and than non-linear damping is considered. The various types of swept sine and their properties are described and, for the one degree-of-freedom system, the consequences of an inappropriate choice of sweep rate are considered. From the latter, rules governing the choice of suitable sweep rates are developed.

Table of Contents

Foreword to series xi
Introduction xv
List of symbols
xvii
Basic mechanics
1(40)
Static effects/dynamic effects
1(2)
Behaviour under dynamic load (impact)
3(3)
Tension
5(1)
Elements of a mechanical system
6(26)
Mass
6(1)
Stiffness
7(1)
Definition
7(1)
Equivalent spring constant
8(3)
Stiffness of various parts
11(3)
Non-linear stiffness
14(1)
Damping
15(1)
Definition
15(2)
Hysteresis
17(1)
Origins of damping
18(5)
Specific damping energy
23(1)
Viscous damping constant
24(1)
Rheology
25(1)
Damper combinations
26(1)
Non-linear damping
27(2)
Static modulus of elasticity
29(1)
Dynamic modulus of elasticity
30(2)
Mathematical models
32(9)
Mechanical systems
32(1)
Lumped parameter systems
33(1)
Degrees of freedom
34(1)
Mode
35(2)
Linear systems
37(1)
Linear one-degree-of-freedom mechanical systems
37(1)
Setting an equation for n-degrees-of-freedom lumped parameter mechanical system
38(3)
Response of a linear single-degree-of-freedom mechanical system to an arbitrary excitation
41(48)
Definitions and notation
41(2)
Excitation defined by force versus time
43(4)
Excitation defined by acceleration
47(2)
Reduced form
49(4)
Excitation defined by a force on a mass or by an acceleration of support
49(1)
Excitation defined by velocity or displacement imposed on support
50(3)
Solution of the differential equation of movement
53(10)
Methods
53(1)
Relative response
53(1)
General expression for response
53(2)
Subcritical damping
55(1)
Critical damping
56(1)
Supercritical damping
56(1)
Absolute response
57(1)
General expression for response
57(1)
Subcritical damping
58(1)
Critical damping
59(1)
Supercritical damping
60(2)
Summary of main results
62(1)
Natural oscillations of a linear single-degree-of-freedom system
63(26)
Damped aperiodic mode
64(4)
Critical aperiodic mode
68(3)
Damped oscillatory mode
71(1)
Free response
71(4)
Points of contact of the response with its envelope
75(1)
Reduction of amplitude: logarithmic decrement
75(8)
Number of cycles for a given reduction in amplitude
83(2)
Influence of damping on period
85(1)
Particular case of zero damping
86(2)
Quality factor
88(1)
Impulse and step responses
89(42)
Response of a mass-spring system to a unit step function (step or indicial response)
89(13)
Response defined by relative displacement
89(1)
Expression for response
89(4)
Extremum for response
93(2)
First excursion of response to unit value
95(2)
Response defined by absolute displacement, velocity or acceleration
97(1)
Expression for response
97(1)
Extremum for response
98(3)
First passage of the response by the unit value
101(1)
Response of a mass-spring system to a unit impulse excitation
102(10)
Response defined by relative displacement
102(1)
Expression for response
102(4)
Extremum for response
106(2)
Response defined by absolute parameter
108(1)
Expression for response
108(2)
Peaks of response
110(2)
Use of step and impulse responses
112(7)
Transfer function of a linear one-degree-of-freedom system
119(11)
Definition
119(2)
Calculation of H(h) for relative response
121(1)
Calculation of H(h) for absolute response
122(3)
Other definitions of transfer function
125(1)
Notation
125(1)
Relative response
125(1)
Absolute response
126(1)
Summary tables
126(4)
Measurement of transfer function
130(1)
Sinusoidal vibration
131(12)
Definitions
131(8)
Sinusoidal vibration
131(1)
Mean value
132(1)
Mean square value -- rms value
133(2)
Periodic excitation
135(3)
Quasi periodic signals
138(1)
Periodic and sinusoidal vibrations in the real environment
139(1)
Sinusoidal vibration tests
139(4)
Response of a linear single-degree-of-freedom mechanical system to a sinusoidal excitation
143(54)
General equations of motion
144(11)
Relative response
144(3)
Absolute response
147(2)
Summary
149(1)
Discussion
150(2)
Response to periodic excitation
152(1)
Application to calculation for vehicle suspension response
153(2)
Transient response
155(4)
Relative response
155(4)
Absolute response
159(1)
Steady state response
159(2)
Relative response
159(1)
Absolute response
160(1)
Responses
161(14)
Variations of velocity amplitude
162(1)
Quality factor
162(2)
Hysteresis loop
164(1)
Energy dissipated during a cycle
165(3)
Half-power points
168(2)
Bandwidth
170(4)
Variations in velocity phase
174(1)
Responses
175(14)
Variation in response amplitude
175(1)
Dynamic amplification factor
175(4)
Width of H(h) for HRD = HRDmax/√2
179(1)
Variations in phase
180(9)
Responses, y/xm, y/xm, y/xm and FT/Fm
189(5)
Movement transmissibility
189(1)
Variations in amplitude
190(2)
Variations in phase
192(2)
Graphical representation of transfer functions
194(3)
Non-viscous damping
197(30)
Damping observed in real structures
197(1)
Linearization of non-linear hysteresis loops -- equivalent viscous damping
198(4)
Main types of damping
202(8)
Damping force proportional to the power b of the relative velocity
202(1)
Constant damping force
203(2)
Damping force proportional to the square of velocity
205(1)
Damping force proportional to the square of displacement
206(1)
Structural or hysteretic damping
207(1)
Combination of several types of damping
208(1)
Validity of simplification by equivalent viscous damping
209(1)
Measurement of damping of a system
210(14)
Measurement of amplification factor at resonance
210(2)
Bandwidth or √2 method
212(1)
Decreased rate method (logarithmic decrement)
213(7)
Evaluation of energy dissipation under permanent sinusoidal vibration
220(4)
Other methods
224(1)
Non-linear stiffness
224(3)
Swept sine
227(24)
Definitions
227(2)
Swept sine
227(1)
Octave -- number of octaves in a frequency interval (f1, f2)
228(1)
Decade
228(1)
`Swept sine' vibration in the real environment
229(1)
`Swept sine' vibration in tests
229(2)
Origin and properties of main types of sweepings
231(20)
The problem
231(3)
Case no1: sweep where time Δt spent in each interval Δf is constant for all values of f0
234(11)
Case no2: sweep with constant rate
245(1)
Case no3: sweep ensuring a number of identical cycles ΔN in all intervals Δf (delimited by the half-power points) for all values of f0
246(5)
Response of a one-degree-of-freedom linear system to a swept sine vibration
251(30)
Influence of sweep rate
251(1)
Response of a linear one-degree-of-freedom system to a swept sine excitation
252(17)
Methods used for obtaining response
252(1)
Convolution integral (or Duhamel's integral)
253(2)
Response of a linear one-degree-of-freedom system to a linear swept sine excitation
255(10)
Response of a linear one-degree-of-freedom system to a logarithmic swept sine
265(4)
Choice of duration of swept sine test
269(1)
Choice of amplitude
270(1)
Choice of sweep mode
271(10)
Appendix. Laplace transformations 281(14)
A.1 Definition
281(1)
A.2 Properties
282(3)
A.2.1 Linearity
282(1)
A.2.2. Shifting theorem (or time displacement theorem)
282(1)
A.2.3. Complex translation
283(1)
A.2.4. Laplace transform of the derivative of f(t) with respect to time
283(1)
A.2.5. Derivative in the p domain
283(1)
A.2.6. Laplace transform of the integral of a function f(t) with respect to time
284(1)
A.2.7. Integral of the transform F(p)
284(1)
A.2.8. Scaling theorem
284(1)
A.2.9. Theorem of damping or rule of attenuation
285(1)
A.3 Application of Laplace transformation to the resolution of linear differential equations
285(2)
A.4 Calculation of inverse transform: Mellin-Fourier integral or Bromwich transform
287(2)
A.5 Laplace transform
289(3)
A.6 Generalized impedance -- the transfer function
292(3)
Vibration tests: a brief historical background 295(2)
Bibliography 297(12)
Index 309

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