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Mechanics of Materials 4th Revised edition [Pehme köide]

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(University of Texas at Austin),
  • Formaat: Paperback / softback, 880 pages, kõrgus x laius x paksus: 252x203x31 mm, kaal: 1520 g
  • Ilmumisaeg: 04-Aug-2020
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 1119612381
  • ISBN-13: 9781119612384
Teised raamatud teemal:
Mechanics of Materials 4th Revised editionSuurem pilt
  • Formaat: Paperback / softback, 880 pages, kõrgus x laius x paksus: 252x203x31 mm, kaal: 1520 g
  • Ilmumisaeg: 04-Aug-2020
  • Kirjastus: John Wiley & Sons Inc
  • ISBN-10: 1119612381
  • ISBN-13: 9781119612384
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9781119612384.html
Märksõnad:

The fourth edition of Mechanics of Materials is an in-depth yet accessible introduction to the behavior of solid materials under various stresses and strains. Emphasizing the three key concepts of deformable-body mechanics—equilibrium, material behavior, and geometry of deformation—this popular textbook covers the fundamental concepts of the subject while helping students strengthen their problem-solving skills. Throughout the text, students are taught to apply an effective four-step methodology to solve numerous example problems and understand the underlying principles of each application.

Focusing primarily on the behavior of solids under static-loading conditions, the text thoroughly prepares students for subsequent courses in solids and structures involving more complex engineering analyses and Computer-Aided Engineering (CAE). The text provides ample, fully solved practice problems, real-world engineering examples, the equations that correspond to each concept, chapter summaries, procedure lists, illustrations, flow charts, diagrams, and more. This updated edition includes new Python computer code examples, problems, and homework assignments that require only basic programming knowledge.

 

1 Introduction To Mechanics Of Materials
1(19)
1.1 What Is Mechanics of Materials?
1(4)
1.2 The Fundamental Equations of Deformable-Body Mechanics
5(2)
1.3 Problem-Solving Procedures
7(2)
1.4 Review of Static Equilibrium; Equilibrium of Deformable Bodies
9(10)
Chapter 1 Review
19(1)
2 Stress And Strain; Introduction To Design
20(71)
2.1 Introduction
20(1)
2.2 Normal Stress
21(8)
2.3 Extensional Strain; Thermal Strain
29(6)
2.4 Stress-Strain Diagrams; Mechanical Properties of Materials
35(8)
2.5 Elasticity and Plasticity; Temperature Effects
43(3)
2.6 Linear Elasticity; Hooke's Law and Poisson's Ratio
46(3)
2.7 Shear Stress and Shear Strain; Shear Modulus
49(6)
2.8 Introduction to Design---Axial Loads and Direct Shear
55(7)
2.9 Stresses on an Inclined Plane in an Axially Loaded Member
62(2)
2.10 Saint-Venant's Principle
64(2)
2.11 Hooke's Law for Plane Stress; the Relationship Between E and G
66(3)
2.12 General Definitions of Stress and Strain
69(10)
*2.13 Cartesian Components of Stress; Generalized Hooke's Law for Isotropic Materials
79(5)
*2.14 Mechanical Properties of Composite Materials
84(2)
Chapter 2 Review
86(5)
3 Axial Deformation
91(95)
3.1 Introduction
91(1)
3.2 Basic Theory of Axial Deformation
91(8)
3.3 Examples of Nonuniform Axial Deformation
99(10)
3.4 Statically Determinate Structures
109(7)
3.5 Statically Indeterminate Structures
116(9)
3.6 Thermal Effects on Axial Deformation
125(11)
3.7 Geometric "Misfits"
136(5)
3.8 Displacement-Method Solution of Axial-Deformation Problems
141(12)
*3.9 Force-Method Solution of Axial-Deformation Problems
153(9)
*3.10 Introduction to the Analysis of Planar Trusses
162(8)
3.11 Inelastic Axial Deformation
170(13)
Chapter 3 Review
183(3)
4 Torsion
186(55)
4.1 Introduction
186(1)
4.2 Torsional Deformation of Circular Bars
187(3)
4.3 Torsion of Linearly Elastic Circular Bars
190(8)
4.4 Stress Distribution in Circular Torsion Bars; Torsion Testing
198(4)
4.5 Statically Determinate Assemblages of Uniform Torsion Members
202(5)
4.6 Statically Indeterminate Assemblages of Uniform Torsion Members
207(8)
*4.7 Displacement-Method Solution of Torsion Problems
215(6)
4.8 Power-Transmission Shafts
221(3)
*4.9 Thin-Wall Torsion Members
224(5)
4.10 Torsion of Noncircular Prismatic Bars
229(4)
*4.11 Inelastic Torsion of Circular Rods
233(6)
Chapter 4 Review
239(2)
5 Equilibrium Of Beams
241(34)
5.1 Introduction
241(5)
5.2 Equilibrium of Beams Using Finite Free-Body Diagrams
246(4)
5.3 Equilibrium Relationships Among Loads, Shear Force, and Bending Moment
250(3)
5.4 Shear-Force and Bending-Moment Diagrams: Equilibrium Method
253(5)
5.5 Shear-Force and Bending-Moment Diagrams: Graphical Method
258(7)
5.6 Discontinuity Functions to Represent Loads, Shear, and Moment
265(7)
Chapter 5 Review
272(3)
6 Stresses In Beams
275(84)
6.1 Introduction
275(3)
6.2 Strain-Displacement Analysis
278(6)
6.3 Flexural Stress in Linearly Elastic Beams
284(9)
6.4 Design of Beams for Strength
293(6)
6.5 Flexural Stress in Nonhomogeneous Beams
299(7)
*6.6 Unsymmetric Bending
306(10)
*6.7 Inelastic Bending of Beams
316(10)
6.8 Shear Stress and Shear Flow in Beams
326(6)
6.9 Limitations on the Shear-Stress Formula
332(3)
6.10 Shear Stress in Thin-Wall Beams
335(10)
6.11 Shear in Built-up Beams
345(4)
*6.12 Shear Center
349(7)
Chapter 6 Review
356(3)
7 Deflection Of Beams
359(59)
7.1 Introduction
359(1)
7.2 Differential Equations of the Deflection Curve
360(6)
7.3 Slope and Deflection by Integration---Statically Determinate Beams
366(13)
7.4 Slope and Deflection by Integration---Statically Indeterminate Beams
379(5)
*7.5 Use of Discontinuity Functions to Determine Beam Deflections
384(7)
7.6 Slope and Deflection of Beams: Superposition Method
391(18)
*7.7 Slope and Deflection of Beams: Displacement Method
409(7)
Chapter 7 Review
416(2)
8 Transformation Of Stress And Strain; Mohr's Circle
418(51)
8.1 Introduction
418(1)
8.2 Plane Stress
419(2)
8.3 Stress Transformation for Plane Stress
421(7)
8.4 Principal Stresses and Maximum Shear Stress
428(6)
8.5 Mohr's Circle for Plane Stress
434(7)
8.6 Triaxial Stress; Absolute Maximum Shear Stress
441(7)
8.7 Plane Strain
448(1)
8.8 Transformation of Strains in a Plane
449(4)
8.9 Mohr's Circle for Strain
453(6)
8.10 Measurement of Strain; Strain Rosettes
459(5)
*8.11 Analysis of Three-Dimensional Strain
464(2)
Chapter 8 Review
466(3)
9 Pressure Vessels; Stresses Due To Combined Loading
469(23)
9.1 Introduction
469(1)
9.2 Thin-Wall Pressure Vessels
470(6)
9.3 Stress Distribution in Beams
476(5)
9.4 Stresses Due to Combined Loads
481(9)
Chapter 9 Review
490(2)
10 Buckling Of Columns
492(36)
10.1 Introduction
492(3)
10.2 The Ideal Pin-Ended Column; Euler Buckling Load
495(6)
10.3 The Effect of End Conditions on Column Buckling
501(7)
10.4 Eccentric Loading; the Secant Formula
508(6)
10.5 Imperfections in Columns
514(1)
*10.6 Inelastic Buckling of Ideal Columns
515(4)
10.7 Design of Centrally Loaded Columns
519(7)
Chapter 10 Review
526(2)
11 Energy Methods
528(56)
11.1 Introduction
528(1)
11.2 Work and Strain Energy
529(7)
11.3 Elastic Strain Energy for Various Types of Loading
536(6)
11.4 Work-Energy Principle for Calculating Deflections
542(5)
11.5 Castigliano's Second Theorem; the Unit-Load Method
547(11)
*11.6 Virtual Work
558(4)
*11.7 Strain-Energy Methods
562(5)
*11.8 Complementary-Energy Methods
567(10)
*11.9 Dynamic Loading; Impact
577(5)
Chapter 11 Review
582(2)
12 Special Topics Related To Design
584(1)
12.1 Introduction
584(1)
12.2 Stress Concentrations
584(7)
*12.3 Failure Theories
591(8)
*12.4 Fatigue and Fracture
599(5)
Chapter 12 Review
604
Problems
1(1)
A NUMERICAL ACCURACY; APPROXIMATIONS
1(2)
A.1 Numerical Accuracy; Significant Digits
1(1)
A.2 Approximations
2(1)
B SYSTEMS OF UNITS
3(4)
B.1 Introduction
3(1)
B.2 SI Units
3(2)
B.3 U.S. Customary Units; Conversion of Units
5(1)
B.4 Useful Physical Properties
6(1)
C GEOMETRIC PROPERTIES OF PLANE AREAS
7(17)
C.1 First Moments of Area; Centroid
7(3)
C.2 Moments of Inertia of an Area
10(4)
C.3 Product of Inertia of an Area
14(2)
C.4 Area Moments of Inertia about Inclined Axes; Principal Moments of Inertia
16(6)
C.5 Geometric Properties of Plane Areas
22(2)
D Section Properties Of Selected Structural Shapes 24(11)
E Deflections And Slopes Of Beams; Fixed-End Actions 35(5)
F Mechanical Properties Of Selected Engineering Materials 40
Answers To Selected Odd-Numbered Problems 1(1)
References 1(1)
Index 1