Mechanics Of Materials, Si Edition by Russell C. HibbelerMechanics Of Materials, Si Edition by Russell C. Hibbeler

Mechanics Of Materials, Si Edition

byRussell C. Hibbeler

Paperback | October 24, 2013

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Title:Mechanics Of Materials, Si EditionFormat:PaperbackDimensions:866 pages, 9.25 × 8 × 1.05 inPublished:October 24, 2013Publisher:Pearson EducationLanguage:English

The following ISBNs are associated with this title:

ISBN - 10:9810694369

ISBN - 13:9789810694364

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Table of Contents

1. Stress

Chapter Objectives
1.1 Introduction
1.2 Equilibrium of a Deformable Body
1.3 Stress
1.4 Average Normal Stress in an Axially Loaded Bar
1.5 Average Shear Stress
1.6 Allowable Stress Design
1.7 Limit State Design

2. Strain

Chapter Objectives
2.1 Deformation
2.2 Strain

3. Mechanical Properties of Materials

Chapter Objectives
3.1 The Tension and Compression Test
3.2 The Stress—Strain Diagram
3.3 Stress—Strain Behavior of Ductile and Brittle Materials
3.4 Hooke’s Law
3.5 Strain Energy
3.6 Poisson’s Ratio
3.7 The Shear Stress—Strain Diagram
3.8 Failure of Materials Due to Creep and Fatigue(*)

4. Axial Load

Chapter Objectives
4.1 Saint-Venant’s Principle
4.2 Elastic Deformation of an Axially Loaded Member
4.3 Principle of Superposition
4.4 Statically Indeterminate Axially Loaded Member
4.5 The Force Method of Analysis for Axially Loaded Members
4.6 Thermal Stress
4.7 Stress Concentrations
4.8 Inelastic Axial Deformation (*)
4.9 Residual Stress (*)

5. Torsion

Chapter Objectives
5.1 Torsional Deformation of a Circular Shaft
5.2 The Torsion Formula
5.3 Power Transmission
5.4 Angle of Twist
5.5 Statically Indeterminate Torque-Loaded Members
5.6 Solid Noncircular Shafts (*)
5.7 Thin-Walled Tubes Having Closed Cross Sections (*)
5.8 Stress Concentration
5.9 Inelastic Torsion (*)
5.10 Residual Stress (*)

6. Bending

Chapter Objectives
6.1 Shear and Moment Diagrams
6.2 Graphical Method for Constructing Shear and Moment Diagrams
6.3 Bending Deformation of a Straight Member
6.4 The Flexure Formula
6.5 Unsymmetric Bending
6.6 Composite Beams (*)
6.7 Reinforced Concrete Beams (*)
6.8 Curved Beams (*)
6.9 Stress Concentrations
6.10 Inelastic Bending (*)

7. Transverse Shear

Chapter Objectives
7.1 Shear in Straight Members
7.2 The Shear Formula
7.3 Shear Flow in Built-Up Members
7.4 Shear Flow in Thin-Walled Members
7.5 Shear Center for Open Thin-Walled Members (*)

8. Combined Loadings

Chapter Objectives
8.1 Thin-Walled Pressure Vessels
8.2 State of Stress Caused by Combined Loadings

9. Stress Transformation

Chapter Objectives
9.1 Plane-Stress Transformation
9.2 General Equations of Plane-Stress Transformation
9.3 Principal Stresses and Maximum In-Plane Shear Stress
9.4 Mohr’s Circle–Plane Stress
9.5 Absolute Maximum Shear Stress

10. Strain Transformation

Chapter Objectives
10.1 Plane Strain
10.2 General Equations of Plane-Strain Transformation
10.3 Mohr’s Circle–Plane Strain (*)
10.4 Absolute Maximum Shear Strain (*)
10.5 Strain Rosettes
10.6 Material-Property Relationships
10.7 Theories of Failure (*)

11. Design of Beams and Shafts

Chapter Objectives
11.1 Basis for Beam Design
11.2 Prismatic Beam Design
11.3 Fully Stressed Beams (*)
11.4 Shaft Design (*)

12. Deflection of Beams and Shafts

Chapter Objectives
12.1 The Elastic Curve
12.2 Slope and Displacement by Integration
12.3 Discontinuity Functions (*)
12.4 Slope and Displacement by the Moment-Area Method (*)
12.5 Method of Superposition
12.6 Statically Indeterminate Beams and Shafts
12.7 Statically Indeterminate Beams and Shafts–Method of Integration
12.8 Statically Indeterminate Beams and Shafts–Moment-Area Method (*)
12.9 Statically Indeterminate Beams and Shafts–Method of Superposition

13. Buckling of Columns

Chapter Objectives
13.1 Critical Load
13.2 Ideal Column with Pin Supports
13.3 Columns Having Various Types of Supports
13.4 The Secant Formula (*)
13.5 Inelastic Buckling (*)
13.6 Design of Columns for Concentric Loading (*)
13.7 Design of Columns for Eccentric Loading (*)

14. Energy Methods

Chapter Objectives
14.1 External Work and Strain Energy
14.2 Elastic Strain Energy for Various Types of Loading
14.3 Conservation of Energy
14.4 Impact Loading
14.5 Principle of Virtual Work (*)
14.6 Method of Virtual Forces Applied to Trusses (*)
14.7 Method of Virtual Forces Applied to Beams (*)
14.8 Castigliano’s Theorem (*)
14.9 Castigliano’s Theorem Applied to Trusses (*)
14.10 Castigliano’s Theorem Applied to Beams (*)

Appendix
A. Geometric Properties of an Area
B. Geometric Properties of Structural Shapes
C. Slopes and Deflections of Beams
Fundamental Problems Partial Solutions and Answers
Answers for Selected Problems
Index

(*) Sections of the book that contain more advanced material are indicated by a star. Time permitting, some of these topics may be included in the course. Furthermore, this material provides a suitable reference for basic principles when it is covered in other courses, and it can be used as a basis for assigning special projects.