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Mechanical behavior of materials: engineering methods for deformation fracture and fatigue
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Mechanical Behavior
of Materials
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Mechanical Behavior
of Materials
Engineering Methods for Deformation,
Fracture, and Fatigue
Fourth Edition
Norman E. Dowling
Frank Maher Professor of Engineering
Engineering Science and Mechanics Department, and
Materials Science and Engineering Department
Virginia Polytechnic Institute and State University
Blacksburg, Virginia
International Edition contributions by
Katakam Siva Prasad
Assistant Professor
Department of Metallurgical and Materials Engineering
National Institute of Technology
Tiruchirappalli
R. Narayanasamy
Professor
Department of Production Engineering
National Institute of Technology
Tiruchirappalli
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The right of Norman E. Dowling to be identified as author of this work has been asserted by him in accordance with the Copyright, Designs
and Patents Act 1988.
Authorized adaptation from the United States edition, entitled Mechanical Behavior of Materials, Engineering Methods for Deformation,
Fracture, and Fatigue, 4th edition, ISBN 978-0-13-139506-0 by Norman E. Dowling published by Pearson Education c 2012.
All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any
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Corporation.
ISBN 10: 0-273-76455-1
ISBN 13: 978-0-273-76455-7
British Library Cataloguing-in-Publication Data
A catalogue record for this book is available from the British Library
10 9 8 7 6 5 4 3 2 1
14 13 12 11 10
Typeset in Times-Roman by Integra Software Services Pvt. Ltd.
Printed and bound by Courier/Westford in The United States of America
The publisher’s policy is to use paper manufactured from sustainable forests.
Contents
PREFACE 11
ACKNOWLEDGMENTS 17
1 Introduction 19
1.1 Introduction 19
1.2 Types of Material Failure 20
1.3 Design and Materials Selection 28
1.4 Technological Challenge 34
1.5 Economic Importance of Fracture 36
1.6 Summary 37
References 38
Problems and Questions 38
2 Structure and Deformation in Materials 40
2.1 Introduction 40
2.2 Bonding in Solids 42
2.3 Structure in Crystalline Materials 46
2.4 Elastic Deformation and Theoretical Strength 50
2.5 Inelastic Deformation 55
2.6 Summary 61
References 62
Problems and Questions 63
3 A Survey of Engineering Materials 65
3.1 Introduction 65
3.2 Alloying and Processing of Metals 66
3.3 Irons and Steels 72
3.4 Nonferrous Metals 80
3.5 Polymers 84
5
6 Contents
3.6 Ceramics and Glasses 94
3.7 Composite Materials 100
3.8 Materials Selection for Engineering Components 105
3.9 Summary 111
References 113
Problems and Questions 114
4 Mechanical Testing: Tension Test and Other Basic Tests 118
4.1 Introduction 118
4.2 Introduction to Tension Test 123
4.3 Engineering Stress–Strain Properties 128
4.4 Trends in Tensile Behavior 137
4.5 True Stress–Strain Interpretation of Tension Test 143
4.6 Compression Test 151
4.7 Hardness Tests 157
4.8 Notch-Impact Tests 164
4.9 Bending and Torsion Tests 169
4.10 Summary 175
References 176
Problems and Questions 177
5 Stress–Strain Relationships and Behavior 190
5.1 Introduction 190
5.2 Models for Deformation Behavior 191
5.3 Elastic Deformation 201
5.4 Anisotropic Materials 214
5.5 Summary 223
References 225
Problems and Questions 225
6 Review of Complex and Principal States of Stress and Strain 234
6.1 Introduction 234
6.2 Plane Stress 235
6.3 Principal Stresses and the Maximum Shear Stress 245
6.4 Three-Dimensional States of Stress 253
6.5 Stresses on the Octahedral Planes 260
6.6 Complex States of Strain 262
6.7 Summary 267
References 269
Problems and Questions 269
Contents 7
7 Yielding and Fracture under Combined Stresses 275
7.1 Introduction 275
7.2 General Form of Failure Criteria 277
7.3 Maximum Normal Stress Fracture Criterion 279
7.4 Maximum Shear Stress Yield Criterion 282
7.5 Octahedral Shear Stress Yield Criterion 288
7.6 Discussion of the Basic Failure Criteria 295
7.7 Coulomb–Mohr Fracture Criterion 301
7.8 Modified Mohr Fracture Criterion 311
7.9 Additional Comments on Failure Criteria 318
7.10 Summary 321
References 322
Problems and Questions 323
8 Fracture of Cracked Members 334
8.1 Introduction 334
8.2 Preliminary Discussion 337
8.3 Mathematical Concepts 344
8.4 Application of K to Design and Analysis 348
8.5 Additional Topics on Application of K 359
8.6 Fracture Toughness Values and Trends 371
8.7 Plastic Zone Size, and Plasticity Limitations on LEFM 381
8.8 Discussion of Fracture Toughness Testing 390
8.9 Extensions of Fracture Mechanics Beyond Linear Elasticity 391
8.10 Summary 398
References 401
Problems and Questions 402
9 Fatigue of Materials: Introduction and Stress-Based Approach 416
9.1 Introduction 416
9.2 Definitions and Concepts 418
9.3 Sources of Cyclic Loading 429
9.4 Fatigue Testing 430
9.5 The Physical Nature of Fatigue Damage 435
9.6 Trends in S-N Curves 441
9.7 Mean Stresses 451
9.8 Multiaxial Stresses 463
9.9 Variable Amplitude Loading 468
9.10 Summary 478
References 479
Problems and Questions 481
8 Contents
10 Stress-Based Approach to Fatigue: Notched Members 491
10.1 Introduction 491
10.2 Notch Effects 493
10.3 Notch Sensitivity and Empirical Estimates of k f 497
10.4 Estimating Long-Life Fatigue Strengths (Fatigue Limits) 501
10.5 Notch Effects at Intermediate and Short Lives 506
10.6 Combined Effects of Notches and Mean Stress 510
10.7 Estimating S-N Curves 520
10.8 Use of Component S-N Data 527
10.9 Designing to Avoid Fatigue Failure 536
10.10 Discussion 541
10.11 Summary 542
References 544
Problems and Questions 545
11 Fatigue Crack Growth 560
11.1 Introduction 560
11.2 Preliminary Discussion 561
11.3 Fatigue Crack Growth Rate Testing 569
11.4 Effects of R = Smin/Smax on Fatigue Crack Growth 574
11.5 Trends in Fatigue Crack Growth Behavior 584
11.6 Life Estimates for Constant Amplitude Loading 590
11.7 Life Estimates for Variable Amplitude Loading 601
11.8 Design Considerations 607
11.9 Plasticity Aspects and Limitations of LEFM for Fatigue Crack
Growth 609
11.10 Environmental Crack Growth 616
11.11 Summary 621
References 623
Problems and Questions 624
12 Plastic Deformation Behavior and Models for Materials 638
12.1 Introduction 638
12.2 Stress–Strain Curves 641
12.3 Three-Dimensional Stress–Strain Relationships 649
12.4 Unloading and Cyclic Loading Behavior from Rheological
Models 659
12.5 Cyclic Stress–Strain Behavior of Real Materials 668
12.6 Summary 681
References 683
Problems and Questions 684
Contents 9
13 Stress–Strain Analysis of Plastically Deforming Members 693
13.1 Introduction 693
13.2 Plasticity in Bending 694
13.3 Residual Stresses and Strains for Bending 703
13.4 Plasticity of Circular Shafts in Torsion 707
13.5 Notched Members 710
13.6 Cyclic Loading 722
13.7 Summary 733
References 734
Problems and Questions 735
14 Strain-Based Approach to Fatigue 745
14.1 Introduction 745
14.2 Strain Versus Life Curves 748
14.3 Mean Stress Effects 758
14.4 Multiaxial Stress Effects 767
14.5 Life Estimates for Structural Components 771
14.6 Discussion 781
14.7 Summary 789
References 790
Problems and Questions 791
15 Time-Dependent Behavior: Creep and Damping 802
15.1 Introduction 802
15.2 Creep Testing 804
15.3 Physical Mechanisms of Creep 809
15.4 Time–Temperature Parameters and Life Estimates 821
15.5 Creep Failure under Varying Stress 833
15.6 Stress–Strain–Time Relationships 836
15.7 Creep Deformation under Varying Stress 841
15.8 Creep Deformation under Multiaxial Stress 848
15.9 Component Stress–Strain Analysis 850
15.10 Energy Dissipation (Damping) in Materials 855
15.11 Summary 864
References 867
Problems and Questions 868
Appendix A Review of Selected Topics from Mechanics of Materials 880
A.1 Introduction 880
A.2 Basic Formulas for Stresses and Deflections 880
10 Contents
A.3 Properties of Areas 882
A.4 Shears, Moments, and Deflections in Beams 884
A.5 Stresses in Pressure Vessels, Tubes, and Discs 884
A.6 Elastic Stress Concentration Factors for Notches 889
A.7 Fully Plastic Yielding Loads 890
References 899
Appendix B Statistical Variation in Materials Properties 900
B.1 Introduction 900
B.2 Mean and Standard Deviation 900
B.3 Normal or Gaussian Distribution 902
B.4 Typical Variation in Materials Properties 905
B.5 One-Sided Tolerance Limits 905
B.6 Discussion 907
References 908
ANSWERS FOR SELECTED PROBLEMS AND QUESTIONS 909
BIBLIOGRAPHY 920
INDEX 933
Preface
Designing machines, vehicles, and structures that are safe, reliable, and economical requires
both efficient use of materials and assurance that structural failure will not occur. It is therefore
appropriate for undergraduate engineering majors to study the mechanical behavior of materials,
specifically such topics as deformation, fracture, and fatigue.
This book may be used as a text for courses on mechanical behavior of materials at the
junior or senior undergraduate level, and it may also be employed at the first-year graduate level
by emphasizing the later chapters. The coverage includes traditional topics in the area, such as
materials testing, yielding and plasticity, stress-based fatigue analysis, and creep. The relatively
new methods of fracture mechanics and strain-based fatigue analysis are also considered and are, in
fact, treated in some detail. For a practicing engineer with a bachelor’s degree, this book provides
an understandable reference source on the topics covered.
Emphasis is placed on analytical and predictive methods that are useful to the engineering
designer in avoiding structural failure. These methods are developed from an engineering mechanics
viewpoint, and the resistance of materials to failure is quantified by properties such as yield strength,
fracture toughness, and stress–life curves for fatigue or creep. The intelligent use of materials
property data requires some understanding of how the data are obtained, so their limitations and
significance are clear. Thus, the materials tests used in various areas are generally discussed prior to
considering the analytical and predictive methods.
In many of the areas covered, the existing technology is more highly developed for metals than
for nonmetals. Nevertheless, data and examples for nonmetals, such as polymers and ceramics, are
included where appropriate. Highly anisotropic materials, such as continuous fiber composites, are
also considered, but only to a limited extent. Detailed treatment of these complex materials is not
attempted here.
The remainder of the Preface first highlights the changes made for this new edition. Then
comments follow that are intended to aid users of this book, including students, instructors, and
practicing engineers.
WHAT IS NEW IN THIS EDITION?
Relative to the third edition, this fourth edition features improvements and updates throughout.
Areas that received particular attention in the revisions include the following:
11
12 Preface
• The end-of-chapter problems and questions are extensively revised, with 35% being new or
significantly changed, and with the overall number increased by 54 to be 659. In each chapter, at
least 33% of the problems and questions are new or changed, and these revisions emphasize the
more basic topics where instructors are most likely to concentrate.
• New to this edition, answers are given near the end of the book for approximately half of the
Problems and Questions where a numerical value or the development of a new equation is
requested.
• The end-of-chapter reference lists are reworked and updated to include recent publications,
including databases of materials properties.
• Treatment of the methodology for estimating S-N curves in Chapter 10 is revised, and also
updated to reflect changes in widely used mechanical design textbooks.
• In Chapter 12, the example problem on fitting stress–strain curves is improved.
• Also in Chapter 12, the discussion of multiaxial stress is refined, and a new example is added.
• The topic of mean stress effects for strain-life curves in Chapter 14 is given revised and updated
coverage.
• The section on creep rupture under multiaxial stress is moved to an earlier point in Chapter 15,
where it can be covered along with time-temperature parameters.
PREREQUISITES
Elementary mechanics of materials, also called strength of materials or mechanics of deformable
bodies, provides an introduction to the subject of analyzing stresses and strains in engineering
components, such as beams and shafts, for linear-elastic behavior. Completion of a standard
(typically sophomore) course of this type is an essential prerequisite to the treatment provided
here. Some useful review and reference material in this area is given in Appendix A, along with
a treatment of fully plastic yielding analysis.
Many engineering curricula include an introductory (again, typically sophomore) course in
materials science, including such subjects as crystalline and noncrystalline structure, dislocations
and other imperfections, deformation mechanisms, processing of materials, and naming systems for
materials. Prior exposure to this area of study is also recommended. However, as such a prerequisite
may be missing, limited introductory coverage is given in Chapters 2 and 3.
Mathematics through elementary calculus is also needed. A number of the worked examples
and student problems involve basic numerical analysis, such as least-squares curve fitting, iterative
solution of equations, and numerical integration. Hence, some background in these areas is useful,
as is an ability to perform plotting and numerical analysis on a personal computer. The numerical
analysis needed is described in most introductory textbooks on the subject, such as Chapra (2010),
which is listed at the end of this Preface.
REFERENCES AND BIBLIOGRAPHY
Each chapter contains a list of References near the end that identifies sources of additional reading
and information. These lists are in some cases divided into categories such as general references,
sources of materials properties, and useful handbooks. Where a reference is mentioned in the text,
Preface 13
the first author’s name and the year of publication are given, allowing the reference to be quickly
found in the list at the end of that chapter.
Where specific data or illustrations from other publications are used, these sources are identified
by information in brackets, such as [Richards 61] or [ASM 88], where the two-digit numbers
indicate the year of publication. All such Bibliography items are listed in a single section near
the end of the book.
PRESENTATION OF MATERIALS PROPERTIES
Experimental data for specific materials are presented throughout the book in numerous illustrations,
tables, examples, and problems. These are always real laboratory data. However, the intent is only
to present typical data, not to give comprehensive information on materials properties. For actual
engineering work, additional sources of materials properties, such as those listed at the ends of
various chapters, should be consulted as needed. Also, materials property values are subject to
statistical variation, as discussed in Appendix B, so typical values from this book, or from any other
source, need to be used with appropriate caution.
Where materials data are presented, any external source is identified as a bibliography item. If
no source is given, then such data are either from the author’s research or from test results obtained
in laboratory courses at Virginia Tech.
UNITS
The International System of Units (SI) is emphasized, but U.S. Customary Units are also included in
most tables of data. On graphs, the scales are either SI or dual, except for a few cases of other units
where an illustration from another publication is used in its original form. Only SI units are given
in most exercises and where values are given in the text, as the use of dual units in these situations
invites confusion.
The SI unit of force is the newton (N), and the U.S. unit is the pound (lb). It is often convenient
to employ thousands of newtons (kilonewtons, kN) or thousands of pounds (kilopounds, kip).
Stresses and pressures in SI units are thus presented in newtons per square meter, N/m2, which
in the SI system is given the special name of pascal (Pa). Millions of pascals (megapascals, MPa)
are generally appropriate for our use. We have
1 MPa = 1
MN
m2 = 1
N
mm2
where the latter equivalent form that uses millimeters (mm) is sometimes convenient. In U.S. units,
stresses are generally given in kilopounds per square inch (ksi).
These units and others frequently used are listed, along with conversion factors, inside the front
cover. As an illustrative use of this listing, let us convert a stress of 20 ksi to MPa. Since 1 ksi is
equivalent to 6.895 MPa, we have
20.0 ksi = 20.0 ksi
6.895
MPa
ksi
= 137.9 MPa
14 Preface
Conversion in the opposite direction involves dividing by the equivalence value.
137.9 MPa = 137.9 MPa
6.895 MPa
ksi = 20.0 ksi
It is also useful to note that strains are dimensionless quantities, so no units are necessary. Strains
are most commonly given as straightforward ratios of length change to length, but percentages are
sometimes used, ε% = 100ε.
MATHEMATICAL CONVENTIONS
Standard practice is followed in most cases. The function log is understood to indicate logarithms
to the base 10, and the function ln to indicate logarithms to the base e = 2.718 ... (that is, natural
logarithms). To indicate selection of the largest of several values, the function MAX( ) is employed.
NOMENCLATURE
In journal articles and in other books, and in various test standards and design codes, a wide variety
of different symbols are used for certain variables that are needed. This situation is handled by using
a consistent set of symbols throughout, while following the most common conventions wherever
possible. However, a few exceptions or modifications to common practice are necessary to avoid
confusion.
For example, K is used for the stress intensity of fracture mechanics, but not for stress
concentration factor, which is designated k. Also, H is used instead of K or k for the strength
coefficient describing certain stress–strain curves. The symbol S is used for nominal or average
stress, whereas σ is the stress at a point and also the stress in a uniformly stressed member. Dual
use of symbols is avoided except where the different usages occur in separate portions of the book.
A list of the more commonly used symbols is given inside the back cover. More detailed lists are
given near the end of each chapter in a section on New Terms and Symbols.
USE AS A TEXT
The various chapters are constituted so that considerable latitude is possible in choosing topics
for study. A semester-length course could include at least portions of all chapters through 11, and
also portions of Chapter 15. This covers the introductory and review topics in Chapters 1 to 6,
followed by yield and fracture criteria for uncracked material in Chapter 7. Fracture mechanics is
applied to static fracture in Chapter 8, and to fatigue crack growth in Chapter 11. Also, Chapters 9
and 10 cover the stress-based approach to fatigue, and Chapter 15 covers creep. If time permits,
some topics on plastic deformation could be added from Chapters 12 and 13, and also from
Chapter 14 on the strain-based approach to fatigue. If the students’ background in materials science
is such that Chapters 2 and 3 are not needed, then Section 3.8 on materials selection may still be
useful.