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9780201895520

Mechanics of Materials

by ;
  • ISBN13:

    9780201895520

  • ISBN10:

    0201895528

  • Format: Paperback
  • Copyright: 2000-08-29
  • Publisher: Prentice Hall
  • View Upgraded Edition

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Summary

KEY BENEFFIT:Mechanics of Materialspresents the foundations and applications of mechanics of materials by emphasizing the importance of visual analysis of topicsespecially through the use of free body diagrams. The book also promotes a problem-solving approach to solving examples through its strategy, solution, and discussion format in examples.Provides a problem-solving approach. Emphasizes visual analysis of topics in all examples. Includes motivating applications throughout the book.Ideal for readers wanting to learn more about mechanical, civil, aerospace, engineering mechanics, and/or general engineering.

Author Biography

ANTHONY BEDFORD is Professor of Aerospace Engineering and Engineering Mechanics at the University of Texas at Austin. He received his B.S. degree at the University of Texas at Austin, his M.S. degree at the California Institute of Technology, and his Ph.D. degree at Rice University in 1967. He has industrial experience at Douglas Aircraft Company and at TRW, where he did structural dynamics and trajectory studies for the Apollo program. He has been on the faculty of the University of Texas at Austin since 1968.

Dr. Bedford's main professional activity has been education and research in engineering mechanics. He is author or co-author of papers on the mechanics of composite materials and mixtures and four books, including Engineering Mechanics: Statics and Engineering Mechanics: Dynamics published by Addison Wesley Longman. From 1973 until 1983 he was a consultant to Sandia National Laboratories, Albuquerque, New Mexico.

He is a licensed professional engineer and a member of the American Society for Engineering Education, the Society for Engineering Science, the American Academy of Mechanics, and the Society for Natural Philosophy.

KENNETH LIECHTI is Professor of Aerospace Engineering and Engineering Mechanics at the University of Texas at Austin and holds the E. P. Schoch Professorship in Engineering. He received his B.Sc. in Aeronautical Engineering at Glasgow University and M.S. and Ph.D. degrees in Aeronautics at the California Institute of Technology. He gained industrial experience at General Dynamics Fort Worth Division prior to joining the faculty of the University of Texas at Austin in 1982.

Dr. Liechti's main areas of teaching and research are in the mechanics of materials and fracture mechanics. He is the author or co-author of papers on interfacial fracture, fracture in adhesively bonded joints, and the nonlinear behavior of polymers. He has consulted on fracture problems with several companies.

He is a fellow of the American Society of Mechanical Engineers and a member of the Society for Experimental Mechanics, the American Academy of Mechanics, and the Adhesion Society. He is an associate editor of the journal Experimental Mechanics.

Table of Contents

About the Authors xi
Preface xiii
Introduction
2(26)
Engineering and the Mechanics of Materials
4(1)
Units and Numbers
5(1)
International System of Units
5(1)
U.S. Customary Units
5(1)
Use of Numbers
6(1)
Review of Statics
6(22)
Free-Body Diagrams
6(2)
Equilibrium
8(2)
Structures
10(5)
Centroids
15(2)
Distributed Forces
17(4)
Problems
21(7)
Measures of Stress and Strain
28(32)
Stresses
30(9)
Traction, Normal Stress, and Shear Stress
30(1)
Average Stresses
31(8)
Strains
39(21)
Extensional Strain
39(2)
Shear Strain
41(4)
Chapter Summary
45(1)
Problems
46(14)
Axially Loaded Bars
60(76)
Stresses in Prismatic Bars
62(10)
Stresses on Perpendicular Planes
62(6)
Stresses on Oblique Planes
68(4)
Strains in Prismatic Bars
72(9)
Axial Strain and Modulus of Elasticity
72(1)
Lateral Strain and Poisson's Ratio
73(8)
Statically Indeterminate Problems
81(10)
Example
82(1)
Flexibility and Stiffness Methods
83(8)
Nonprismatic Bars and Distributed Loads
91(9)
Bars with Gradually Varying Cross Sections
91(2)
Distributed Axial Loads
93(7)
Thermal Strains
100(5)
Material Behavior
105(7)
Axial Force Tests
105(5)
Other Aspects of Material Behavior
110(2)
Design Issues
112(24)
Allowable Stress
113(1)
Other Design Considerations
113(1)
Chapter Summary
114(3)
Problems
117(19)
Torsion
136(50)
Pure Shear Stress
138(3)
State of Stress
138(1)
Shear Modulus
138(1)
Stresses on Oblique Planes
139(2)
Torsion of Prismatic Circular Bars
141(8)
Stresses and Strains
141(3)
Polar Moment of Inertia
144(2)
Positive Directions of the Torque and Angle of Twist
146(3)
Statically Indeterminate Problems
149(1)
Nonprismatic Bars and Distributed Loads
150(6)
Bars with Gradually Varying Cross Sections
150(3)
Distributed Torsional Loads
153(3)
Torsion of an Elastic-Perfectly Plastic Circular Bar
156(4)
Torsion of Thin-Walled Tubes
160(7)
Stress
160(3)
Angle of Twist
163(4)
Design Issues
167(19)
Cross Sections
167(1)
Allowable Stress
168(3)
Chapter Summary
171(3)
Problems
174(12)
States of Stress
186(62)
Components of Stress
188(3)
Transformations of Plane Stress
191(15)
Coordinate Transformations
192(5)
Maximum and Minimum Stresses
197(9)
Mohr's Circle for Plane Stress
206(11)
Constructing the Circle
206(1)
Why Mohr's Circle Works
207(1)
Determining Principal Stresses and the Maximum In-Plane Shear Stress
208(9)
Principal Stresses in Three Dimensions
217(4)
General State of Stress
218(1)
Triaxial Stress
219(2)
Design Issues: Pressure Vessels
221(7)
Spherical Vessels
221(2)
Cylindrical Vessels
223(4)
Allowable Stress
227(1)
Tetrahedron Argument
228(20)
Determining the Traction
228(2)
Determining the Normal and Shear Stresses
230(3)
Chapter Summary
233(3)
Problems
236(12)
States of Strain
248(44)
Components of Strain
250(2)
Transformations of Plane Strain
252(12)
Strain Gauge Rosette
254(3)
Maximum and Minimum Strains
257(7)
Mohr's Circle for Plane Strain
264(6)
Constructing the Circle
265(1)
Determining Principal Strains and the Maximum In-Plane Shear Strain
266(4)
Stress-Strain Relations
270(22)
Linearly Elastic Materials
270(1)
Isotropic Materials
271(8)
Chapter Summary
279(5)
Problems
284(8)
Internal Forces and Moments in Beams
292(30)
Axial Force, Shear Force, and Bending Moment
294(4)
Shear Force and Bending Moment Diagrams
298(7)
Equations Relating Distributed Load, Shear Force, and Bending Moment
305(17)
Chapter Summary
314(1)
Problems
315(7)
Stresses in Beams
322(82)
Normal Stress
324(1)
Distribution of the Stress
324(14)
Geometry of Deformation
325(3)
Relation between Normal Stress and Bending Moment
328(2)
Beams Subjected to Arbitrary Loads
330(8)
Design Issues
338(5)
Cross Sections
338(2)
Allowable Stress
340(3)
Composite Beams
343(4)
Elastic-Perfectly Plastic Beams
347(8)
Unsymmetric Cross Sections
355(8)
Moment Exerted about a Principal Axis
355(3)
Moment Exerted about an Arbitrary Axis
358(4)
Shear Stress
362(1)
Distribution of the Average Stress
363(8)
Shear Formula
363(3)
Rectangular Cross Section
366(5)
Thin-Walled Cross Sections
371(6)
Shear Center
377(27)
Chapter Summary
385(5)
Problems
390(14)
Deflections of Beams
404(34)
Determination of the Deflection
406(8)
Differential Equation
406(2)
Boundary Conditions
408(6)
Statically Indeterminate Beams
414(5)
Deflections Using the Fourth-Order Equation
419(5)
Differential Equation
419(1)
Boundary Conditions
420(4)
Method of Superposition
424(14)
Chapter Summary
429(1)
Problems
430(8)
Buckling of Columns
438(38)
Euler Buckling Load
440(7)
Other End Conditions
447(14)
Analysis of the Deflection
447(11)
Effective Length
458(3)
Eccentric Loads
461(15)
Analysis of the Deflection
461(3)
Secant Formula
464(3)
Chapter Summary
467(2)
Problems
469(7)
Energy Methods
476(26)
Work and Energy
478(11)
Work
478(2)
Strain Energy
480(2)
Applications
482(7)
Castigliano's Second Theorem
489(13)
Derivation
489(2)
Applications
491(5)
Chapter Summary
496(2)
Problems
498(4)
Criteria for Failure and Fracture
502(121)
Failure
504(16)
Overloads
504(8)
Repeated Loads
512(8)
Stress Concentrations
520(7)
Axially Loaded Bars
520(1)
Torsion
521(3)
Bending
524(3)
Fracture
527(22)
Overloads and Fast Crack Growth
528(7)
Repeated Loads and Slow Crack Growth
535(4)
Chapter Summary
539(3)
Problems
542(7)
Appendices
A Results from Mathematics
549(6)
B Material Properties
555(4)
C Centroids and Moments of Inertia
559(30)
C-1 Centroids of Areas
559(4)
C-2 Composite Areas
563(3)
C-3 Moments of Inertia of Areas
566(4)
C-4 Parallel Axis Theorems
570(7)
C-5 Rotated and Principal Axes
577(6)
Problems
583(6)
D Properties of Areas
589(4)
E Deflections and Slopes of Prismatic Beams
593(6)
F Isotropic Stress-Strain Relations
599(6)
G Answers to Even-Numbered Problems
605(18)
Index 623

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