Mechanic of materials / R.C. Hibbeler ; SI unit conversion by Jun Hwa Lee

Contents

Stress

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 DesignStrain
2.1 Deformation
2.2 Strain

Mechanical Properties of Materials

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 Strain Energy
3.5 Poisson's Ratio
3.6 The Shear Stress--Strain Diagram
*3.7 Failure of Materials Due to Creep and Fatigue

Axial Load

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 Members
4.5 The Force Method of Analysis for Axially Loaded Members
4.6 Thermal Stress4.7 Stress Concentrations
*4.8 Inelastic Axial Deformation
*4.9 Residual Stress

Torsion

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

Bending

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 Formula6.5 Unsymmetric Bending
*6.6 Composite Beams
*6.7 Reinforced Concrete Beams
*6.8 Curved Beams
6.9 Stress Concentrations
*6.10 Inelastic Bending

Transverse Shear

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

Stress Transformation

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

Strain Transformation

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

Design of Beams and Shafts

11.1 Basis for Beam Design
11.2 Prismatic Beam Design
*11.3 Fully Stressed Beams
*11.4 Shaft Design

Deflection of Beams and Shafts

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

Buckling of Columns

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

Energy Methods

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

APPENDICES
Geometric Properties of an Area
Geometric Properties of Structural Shapes
Slopes and Deflections of Beams
Fundamental Problems Partial Solutions and Answers
Selected Answers
Index
Sections of the book that contain more advanced material are indicated by a star (*).