كتاب Hibbeler - Mechanics of Materials 10th Edition

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Hibbeler - Mechanics of Materials 10th Edition
R. C. Hibbeler

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CONTENTS
Axial Load 123
Chapter Objectives 123
4.1 Saint-Venant’s Principle 123
4.2 Elastic Deformation of an Axially Loaded
Member 125
4.3 Principle of Superposition 140
4.4 Statically Indeterminate Axially Loaded
Members 140
4.5 The Force Method of Analysis for Axially
Loaded Members 147
4.6 Thermal Stress 155
4.7 Stress Concentrations 162
*4.8 Inelastic Axial Deformation 165
*4.9 Residual Stress 167
Stress 3 4
Chapter Objectives 3
1.1 Introduction 3
1.2 Equilibrium of a Deformable Body 4
1.3 Stress 22
1.4 Average Normal Stress in an Axially
Loaded Bar 24
1.5 Average Shear Stress 32
1.6 Allowable Stress Design 46
1.7 Limit State Design 48
Strain 69
Chapter Objectives 69
2.1 Deformation 69
2.2 Strain 70
Mechanical Properties
of Materials 85
Chapter Objectives 85
3.1 The Tension and Compression Test 85
3.2 The Stress–Strain Diagram 87
3.3 Stress–Strain Behavior of Ductile and
Brittle Materials 91
3.4 Strain Energy 95
3.5 Poisson’s Ratio 106
3.6 The Shear Stress–Strain Diagram 108
*3.7 Failure of Materials Due to Creep
and Fatigue 111
Torsion 183
Chapter Objectives 183
5.1 Torsional Deformation of a Circular
Shaft 183
5.2 The Torsion Formula 186
5.3 Power Transmission 194
5.4 Angle of Twist 206
5.5 Statically Indeterminate Torque-Loaded
Members 222
*5.6 Solid Noncircular Shafts 229
*5.7 Thin-Walled Tubes Having Closed Cross
Sections 232
5.8 Stress Concentration 242
*5.9 Inelastic Torsion 245
*5.10 Residual Stress 247
5xvi Contents
Stress Transformation 445
Chapter Objectives 445
9.1 Plane-Stress Transformation 445
9.2 General Equations of Plane-Stress
Transformation 450
9.3 Principal Stresses and Maximum In-Plane
Shear Stress 453
9.4 Mohr’s Circle—Plane Stress 469
9.5 Absolute Maximum Shear Stress 481
Bending 263 9
Chapter Objectives 263
6.1 Shear and Moment Diagrams 263
6.2 Graphical Method for Constructing Shear
and Moment Diagrams 270
6.3 Bending Deformation of a Straight
Member 289
6.4 The Flexure Formula 293
6.5 Unsymmetric Bending 310
*6.6 Composite Beams 320
*6.7 Reinforced Concrete Beams 323
*6.8 Curved Beams 327
6.9 Stress Concentrations 334
*6.10 Inelastic Bending 344
Transverse Shear 367
Chapter Objectives 367
7.1 Shear in Straight Members 367
7.2 The Shear Formula 368
7.3 Shear Flow in Built-Up Members 386
7.4 Shear Flow in Thin-Walled Members 395
*7.5 Shear Center for Open Thin-Walled
Members 400
Combined Loadings 413
Chapter Objectives 413
8.1 Thin-Walled Pressure Vessels 413
8.2 State of Stress Caused by Combined
Loadings 420
8
Strain Transformation 493
Chapter Objectives 493
10.1 Plane Strain 493
10.2 General Equations of Plane-Strain
Transformation 494
*10.3 Mohr’s Circle—Plane Strain 502
*10.4 Absolute Maximum Shear Strain 510
10.5 Strain Rosettes 512
10.6 Material Property Relationships 516
*10.7 Theories of Failure 528
Design of Beams and
Shafts 545
Chapter Objectives 545
11.1 Basis for Beam Design 545
11.2 Prismatic Beam Design 548
*11.3 Fully Stressed Beams 562
*11.4 Shaft Design 566
11contents xvii
Deflection of Beams
and Shafts 577 Energy Methods 723
Chapter Objectives 577
12.1 The Elastic Curve 577
12.2 Slope and Displacement by
Integration 581
*12.3 Discontinuity Functions 599
*12.4 Slope and Displacement by the
Moment-Area Method 611
12.5 Method of Superposition 626
12.6 Statically Indeterminate Beams
and Shafts 634
12.7 Statically Indeterminate Beams and
Shafts—Method of Integration 635
*12.8 Statically Indeterminate Beams and
Shafts—Moment-Area Method 640
12.9 Statically Indeterminate Beams and
Shafts—Method of Superposition 646
Chapter Objectives 723
14.1 External Work and Strain Energy 723
14.2 Elastic Strain Energy for Various Types
of Loading 728
14.3 Conservation of Energy 741
14.4 Impact Loading 748
*14.5 Principle of Virtual Work 759
*14.6 Method of Virtual Forces Applied
to Trusses 762
*14.7 Method of Virtual Forces Applied
to Beams 770
*14.8 Castigliano’s Theorem 779
*14.9 Castigliano’s Theorem Applied
to Trusses 781
*14.10 Castigliano’s Theorem Applied
to Beams 784
Buckling of Columns 665
Chapter Objectives 665
13.1 Critical Load 665
13.2 Ideal Column with Pin Supports 668
13.3 Columns Having Various Types of
Supports 674
*13.4 The Secant Formula 686
*13.5 Inelastic Buckling 692
*13.6 Design of Columns for Concentric
Loading 700
*13.7 Design of Columns for Eccentric
Loading 710
Appendix
A Geometric Properties of an Area 792
B Geometric Properties of Structural
Shapes 806
C Slopes and Deﬂections of Beams 814
Solutions and Answers for
Preliminary Problems 816
Fundamental Problems Partial
Solutions and Answers 826
Selected Answers 848
Index 868
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