Title Details

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.

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.