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Mechanics of Materials, 6th Edition
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More About This Title Mechanics of Materials, 6th Edition

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This leading book in the field focuses on what materials specifications and design are most effective based on function and actual load-carrying capacity. Written in an accessible style, it emphasizes the basics, such as design, equilibrium, material behavior and geometry of deformation in simple structures or machines. Readers will also find a thorough treatment of stress, strain, and the stress-strain relationships. These topics are covered before the customary treatments of axial loading, torsion, flexure, and buckling.
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William F. Riley is the author of Mechanics of Materials, 6th Edition, published by Wiley. Leroy D. Sturges is the author of Mechanics of Materials, 6th Edition, published by Wiley.

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Chapter 1. Introduction and Review of Statics.

1-1 INTRODUCTION.

1-2 CLASSIFICATION OF FORCES.

1-3 EQUILIBRIUM OF A RIGID BODY.

1-4 EQUILIBRIUM OF A DEFORMABLE BODY.

1-5 INTERNAL FORCES.

SUMMARY.

Chapter 2. Analysis of Stress: Concepts and Definitions.

2-1 INTRODUCTION.

2-2 NORMAL STRESS UNDER AXIAL LOADING.

2-3 SHEARING STRESS IN CONNECTIONS.

2-4 BEARING STRESS.

2-5 UNITS OF STRESS.

2-6 STRESSES ON AN INCLINED PLANE IN AN AXIALLY LOADED MEMBER.

2-7 STRESS AT A GENERALPOINTIN AN ARBITRARILY LOADED MEMBER.

2-8 TWO-DIMENSIONAL OR PLANE STRESS.

2-9 THE STRESS TRANSFORMATION EQUATIONS FOR PLANE STRESS.

2-10 PRINCIPAL STRESSES AND MAXIMUM SHEARING STRESS—PLANE STRESS.

2-11 MOHR’S CIRCLE FOR PLANE STRESS.

2-12 GENERAL STATE OF STRESS AT A POINT.

SUMMARY.

Chapter 3. Analysis of Strain: Concepts and Definitions.

3-1 INTRODUCTION.

3-2 DISPLACEMENT, DEFORMATION, AND STRAIN.

3-3 THE STATE OF STRAIN AT A POINT.

3-4 THE STRAIN TRANSFORMATION EQUATIONS FOR PLANE STRAIN.

3-5 PRINCIPAL STRAINS AND MAXIMUM SHEAR STRAIN.

3-6 MOHR’S CIRCLE FOR PLANE STRAIN.

3-7 STRAIN MEASUREMENT AND ROSETTE ANALYSIS.

SUMMARY.

Chapter 4. Material Properties and Stress-Strain Relationships.

4-1 INTRODUCTION.

4-2 STRESS-STRAIN DIAGRAMS.

4-3 GENERALIZED HOOKE’S LAW.

4-4 THERMAL STRAIN.

4-5 STRESS-STRAIN EQUATIONS FOR ORTHOTROPIC MATERIALS.

SUMMARY.

Chapter 5. Axial Loading Applications and Pressure Vessels.

5-1 INTRODUCTION.

5-2 DEFORMATION OF AXIALLY LOADED MEMBERS.

5-3 DEFORMATIONS IN A SYSTEM OF AXIALLY LOADED BARS.

5-4 STATICALLY INDETERMINATE AXIALLY LOADED MEMBERS.

5-5 THERMAL EFFECTS.

5-6 STRESS CONCENTRATIONS.

5-7 INELASTIC BEHAVIOR OF AXIALLY LOADED MEMBERS.

5-8 THIN-WALLED PRESSURE VESSELS.

5-9 COMBINED EFFECTS—AXIAL AND PRESSURE LOADS.

5-10 THICK-WALLED CYLINDRICAL PRESSURE VESSELS.

5-11 DESIGN.

SUMMARY.

Chapter 6. Torsional Loading of Shafts.

6-1 INTRODUCTION.

6-2 TORSIONAL SHEARING STRAIN.

6-3 TORSIONAL SHEARING STRESS—THE ELASTIC TORSION FORMULA.

6-4 TORSIONAL DISPLACEMENTS.

6-5 STRESSES ON OBLIQUE PLANES.

6-6 POWER TRANSMISSION.

6-7 STATICALLY INDETERMINATE MEMBERS.

6-8 COMBINED LOADING—AXIAL, TORSIONAL, AND PRESSURE VESSEL.

6-9 STRESS CONCENTRATIONS IN CIRCULAR SHAFTS UNDER TORSIONAL LOADINGS.

6-10 INELASTIC BEHAVIOR OF TORSIONAL MEMBERS.

6-11 TORSION OF NONCIRCULAR SECTIONS.

6-12 TORSION OF THIN-WALLED TUBES—SHEAR FLOW.

6-13 DESIGN PROBLEMS.

SUMMARY.

Chapter 7. Flexural Loading: Stresses in Beams.

7-1 INTRODUCTION.

7-2 FLEXURAL STRAINS.

7-3 FLEXURAL STRESSES.

7-4 THE ELASTIC FLEXURE FORMULA.

7-5 SHEAR FORCES AND BENDING MOMENTS IN BEAMS.

7-6 LOAD, SHEAR FORCE, AND BENDING MOMENT RELATIONSHIPS.

7-7 SHEARING STRESSES IN BEAMS.

7-8 PRINCIPAL STRESSES IN FLEXURAL MEMBERS.

7-9 FLEXURAL STRESSES—UNSYMMETRICAL BENDING.

7-10 STRESS CONCENTRATIONS UNDER FLEXURAL LOADINGS.

7-11 INELASTIC BEHAVIOR OF FLEXURAL MEMBERS.

7-12 SHEARING STRESSES IN THIN-WALLED OPEN SECTIONS—SHEAR CENTER.

7-13 FLEXURAL STRESSES IN BEAMS OF TWO MATERIALS.

7-14 FLEXURAL STRESSES IN REINFORCEDCONCRETE BEAMS.

7-15 FLEXURAL STRESSES IN CURVED BEAMS.

7-16 COMBINED LOADING: AXIAL, PRESSURE, FLEXURAL, AND TORSIONAL.

7-17 DESIGN PROBLEMS.

SUMMARY.

Chapter 8. Flexural Loading: Beam Deflections.

8-1 INTRODUCTION.

8-2 THE DIFFERENTIAL EQUATION OF THE ELASTIC CURVE.

8-3 DEFLECTION BY INTEGRATION.

8-4 DEFLECTIONS BY INTEGRATION OF SHEAR FORCE OR LOAD EQUATIONS.

8-5 SINGULARITY FUNCTIONS.

8-6 DEFLECTIONS BY SUPERPOSITION.

8-7 DEFLECTIONS DUE TO SHEARING STRESS.

8-8 DEFLECTIONS BY ENERGY METHODS—CASTIGLIANO’S THEOREM.

8-9 STATICALLY INDETERMINATE BEAMS.

8-10 DESIGN PROBLEMS.

SUMMARY.

Chapter 9. Columns.

9-1 INTRODUCTION.

9-2 BUCKLING OF LONG, STRAIGHT COLUMNS.

9-3 EFFECTS OF DIFFERENT IDEALIZED END CONDITIONS.

9-4 EMPIRICAL COLUMN FORMULAS—CENTRIC LOADING.

9-5 ECCENTRICALLY LOADED COLUMNS.

9-6 DESIGN PROBLEMS.

SUMMARY.

Chapter 10. Energy Methods and Theories of Failure.

10-1 INTRODUCTION.

PART A: ENERGY METHODS.

10-2 STRAIN ENERGY.

10-3 ELASTIC STRAIN ENERGY FOR VARIOUS LOADS.

10-4 IMPACT LOADING.

PART B: THEORIES OF FAILURE FOR STATIC LOADING.

10-5 INTRODUCTION.

10-6 FAILURE THEORIES FOR DUCTILE MATERIALS.

10-7 FAILURE THEORIES FOR BRITTLE MATERIALS.

SUMMARY.

Appendices.

A. SECOND MOMENTS OF AREA.

B. TABLES OF PROPERTIES.

Answers.

 (Available online at the Wiley website www.wiley.com).

Index.

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