Mechanics of materials / R.C. Hibbeler, SI edition contributions by K.S. Vijay Sekar.
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| Main Authors: | , |
|---|---|
| Format: | Book |
| Language: | English |
| Published: |
Singapore :
Pearson Education South Asia Pte Ltd.,
[2014]
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| Edition: | Ninth edition. |
| Subjects: |
Table of Contents:
- 1. Stress
- 2. Strain
- 3. Mechanical Properties of Materials
- 4. Axial Load
- 5. Torsion
- 6. Bending
- 7. Transverse Shear
- 8. Combined Loadings
- 9. Stress Transformation
- 10. Strain Transformation
- 11. Design of Beams and Shafts
- 12. Deflection of Beams and Shafts
- 13. Buckling of Columns
- 14. Energy Methods
- 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.