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9780521643375

Mechanical Response of Polymers: An Introduction

by
  • ISBN13:

    9780521643375

  • ISBN10:

    0521643376

  • Format: Hardcover
  • Copyright: 2000-06-05
  • Publisher: Cambridge University Press

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Summary

Automobiles, household appliances, and electronic devices all make use of polymeric materials. As polymers are used increasingly in sophisticated industrial applications, it has become essential that mechanical engineers, who have traditionally focused on the behavior of metals, become as capable and adept with polymers. This text provides a thorough introduction to the subject of polymers from a mechanical engineering perspective, treating stresses and deformations in structural components made of polymers. Three themes are developed. First, the authors discuss the time-dependent response of polymers and its implications for mechanical response. Secondly, descriptions of mechanical response are presented for both time-dependent and frequency-dependent material properties. Finally, the stress-strain-time relation is applied to determine stresses and deformations in structures. With numerous examples and extensive illustrations, this book will help advanced undergraduate and graduate students, as well as practising mechanical engineers, make optimal and effective use of polymeric materials.

Author Biography

Alan S. Wineman is a Professor in the Department of Mechanical Engineering and Applied Mechanics and Member of the Macromolecular Science and Engineering Center, University of Michigan.

Table of Contents

Preface ix
Discussion of Response of a Viscoelastic Material
1(27)
Comparison with the Response of Classical Elastic and Classical Viscous Materials
1(1)
Response of a Classical Elastic Solid
1(2)
Response of a Classical Viscous Fluid
3(3)
Comments on Material Microstructure
6(1)
Response of a Viscoelastic Material
7(3)
Typical Experimental Results
10(5)
Material Properties
15(2)
Linearity of Response
17(4)
Aging Materials
21(7)
Problems
24(4)
Constitutive Equations for One-Dimensional Response of Viscoelastic Materials: Mechanical Analogs
28(26)
Maxwell Model
28(7)
Kelvin--Voigt Model
35(5)
Three-Parameter Solid or Standard Linear Solid
40(5)
N Maxwell Elements in Parallel
45(5)
N Kelvin--Voigt Elements in Series
50(1)
Relaxation and Creep Spectra
51(3)
Problems
52(2)
Constitutive Equations for One-Dimensional Linear Response of a Viscoelastic Material
54(13)
General Restrictions on the Constitutive Equation
54(4)
Linearity of Response: Superposition of Step Increments
58(4)
Linearity of Response: Superposition of Pulses
62(2)
Creep Forms of the Constitutive Equation
64(1)
Summary of Forms of the Constitutive Equation
64(3)
Problems
65(2)
Some Features of the Linear Response of Viscoelastic Materials
67(21)
Relation Between Relaxation and Creep Functions
67(5)
Characteristic Creep and Relaxation Times
72(3)
Characteristic Relaxation, Creep, and Process Times
75(5)
Some Examples Illustrating Implications of Fading Memory
80(8)
Problems
83(5)
Histories with Constant Strain or Stress Rates
88(27)
Constant Strain Rate Deformation
88(4)
Constant Strain Rate Deformation and Recovery
92(5)
Influence of Rise Time T* or Strain Rate α
97(1)
Work Done in a Constant Strain Rate Deformation and Recovery Test
98(2)
Repeated Cycles
100(1)
Step Strain and Recovery
100(3)
Ramp Strain Approximation to a Step Strain History
103(2)
Constant Stress Rate Loading and Unloading History
105(10)
Problems
109(6)
Sinusoidal Oscillations
115(33)
Sinusoidal Strain Histories
115(5)
Sinusoidal Stress Histories
120(3)
Relation Between G* (ω) and J* (ω)
123(1)
Work per Cycle During Sinusoidal Oscillations
124(1)
Complex Viscosity
125(1)
Examples of Calculation of G* (ω) and J* (ω)
125(5)
Low and High Frequency Limits of G* (ω) and J* (ω)
130(5)
Fourier Integral Theorem, Fourier Transform
135(2)
Expressions for G(t) and J(t) in Terms of G* (ω) and J* (ω)
137(3)
Work Done During a General Deformation History
140(8)
Problems
142(6)
Constitutive Equation for Three-Dimensional Response of Linear Isotropic Viscoelastic Materials
148(24)
Introduction
148(1)
Linearity
149(1)
Uniaxial Extension, Poisson's Ratio, Isotropy
150(3)
Uniaxial Extension Along the x2 and x3 Directions
153(1)
Shear Response
153(1)
Constitutive Equation for Three-Dimensional Response
154(1)
A Relation Between Poisson's Ratio and the Extensional and Shear Material Properties
155(2)
Volumetric and Pure Shear Response
157(3)
Stress in Terms of Strain History
160(1)
Sinusoidal Oscillations
160(3)
Laplace Transformation of the Constitutive Equations
163(1)
Effect of Viscoelasticity on Principal Directions of Stress and Strain
164(2)
Summary of Constitutive Relations
166(2)
Relations for Special Cases of Volumetric Response
168(4)
Problems
168(4)
Axial Load, Bending, and Torsion
172(47)
Introduction
172(1)
Structural Components Under Axial Load
172(4)
Pure Bending of Viscoelastic Beams
176(1)
Kinematics of Deformation
177(2)
Constitutive Equation
179(1)
Force Analysis
180(1)
Stress, Bending Moment, and Curvature Relations
181(1)
Deformation of Beams Subjected to Transverse Loads
182(3)
Beams on Hard Supports, Correspondence Principle
185(5)
Delayed Contact, Direct Method of Solution
190(5)
Interaction of Polymeric Structural Components, a Viscoelastic Beam on a Viscoelastic Support
195(4)
Extrusion of a Bar, Tracking the History of a Material Element
199(3)
Traveling Concentrated Load on a Beam
202(5)
Torsion of Circular Bars
207(5)
Analysis of Viscoelastic Structures
212(7)
Problems
212(7)
Dynamics of Bodies with Viscoelastic Support
219(13)
Introduction
219(1)
Comparison of Spring--Damper and Viscoelastic Supports
219(2)
Forced Oscillations
221(7)
Free Oscillations
228(4)
Problem
231(1)
Boundary Value Problems for Linear Isotropic Viscoelastic Materials
232(15)
Introduction
232(1)
Governing Equations
232(2)
Correspondence Theorem for Quasi-Static Motion
234(3)
Breakdown of the Correspondence Principle
237(1)
Application of the Correspondence Principle: Pressure Loading of a Viscoelastic Cylinder
238(2)
Application of the Correspondence Principle: Torsion of Bars of Non-Circular Cross-Section
240(3)
Direct Solution Methods
243(4)
Problem
246(1)
Influence of Temperature
247(46)
Introduction
247(1)
Thermally Induced Dimensional changes
247(1)
Mechanical Response at Different Temperatures
248(3)
Time--Temperature Superposition
251(2)
Experimental Support for Time--Temperature Superposition
253(1)
General Comments
254(2)
Effect of Temperature on Characteristic Stress Relaxation Time
256(1)
Other Material Property Functions
257(1)
Implications of Time--Temperature Superposition for Processes
258(1)
Rate of Work
259(1)
An Experimental Study
260(2)
Extension to Time-Varying Temperature Histories
262(6)
Constitutive Equation for Time-Varying Temperature Histories
268(1)
Thermo-Viscoelastic Response of a Three Bar Structure: Formulation
269(2)
Thermo-Viscoelastic Response of a Three Bar Structure: Development of Frozen-in Deformation
271(5)
Thermo-Viscoelastic Response of a Three Bar Structure: Frozen-in Forces
276(9)
Thermo-Viscoelastic Response of a Three Bar Structure: Cooling Induced Warping
285(7)
Thermo-Viscoelastic Response of a Three Bar Structure: Comments
292(1)
Appendix A Operator Notation for Time Derivatives 293(2)
Appendix B Laplace Transform 295(4)
Appendix C Volterra Integral Equations 299(6)
Appendix D Formal Manipulation Methods 305(3)
Appendix E Field Equations in Cartesian and Cylindrical Coordinates 308(3)
References 311(2)
Index 313

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