Mechanics of materials : an integrated learning system /
Timothy A. Philpot
- New York : Wiley, c2013
- xvii, 891 pages : color illustrations ; 28 cm.
Includes index.
Machine generated contents note: ch. 1 Stress -- 1.1. Introduction -- 1.2. Normal Stress Under Axial Loading -- 1.3. Direct Shear Stress -- 1.4. Bearing Stress -- 1.5. Stresses on Inclined Sections -- 1.6. Equality of Shear Stresses on Perpendicular Planes -- ch. 2 Strain -- 2.1. Displacement, Deformation, and the Concept of Strain -- 2.2. Normal Strain -- 2.3. Shear Strain -- 2.4. Thermal Strain -- ch. 3 Mechanical Properties of Materials -- 3.1. Tension Test -- 3.2. Stress-Strain Diagram -- 3.3. Hooke's Law -- 3.4. Poisson's Ratio -- ch. 4 Design Concepts -- 4.1. Introduction -- 4.2. Types of Loads -- 4.3. Safety -- 4.4. Allowable Stress Design -- 4.5. Load and Resistance Factor Design -- ch. 5 Axial Deformation -- 5.1. Introduction -- 5.2. Saint-Venant's Principle -- 5.3. Deformations in Axially Loaded Bars -- 5.4. Deformations in a System of Axially Loaded Bars -- 5.5. Statically Indeterminate Axially Loaded Members -- 5.6. Thermal Effects on Axial Deformation -- 5.7. Stress Concentrations -- ch. 6 Torsion -- 6.1. Introduction -- 6.2. Torsional Shear Strain -- 6.3. Torsional Shear Stress -- 6.4. Stresses on Oblique Planes -- 6.5. Torsional Deformations -- 6.6. Torsion Sign Conventions -- 6.7. Gears in Torsion Assemblies -- 6.8. Power Transmission -- 6.9. Statically Indeterminate Torsion Members -- 6.10. Stress Concentrations in Circular Shafts Under Torsional Loadings -- 6.11. Torsion of Noncircular Sections -- 6.12. Torsion of Thin-Walled Tubes: Shear Flow -- ch. 7 Equilibrium of Beams -- 7.1. Introduction -- 7.2. Shear and Moment in Beams -- 7.3. Graphical Method for Constructing Shear and Moment Diagrams -- 7.4. Discontinuity Functions to Represent Load, Shear, and Moment -- ch. 8^ Bending -- 8.1. Introduction -- 8.2. Flexural Strains -- 8.3. Normal Stresses in Beams Note continued: 8.4. Analysis of Bending Stresses in Beams -- 8.5. Introductory Beam Design for Strength -- 8.6. Flexural Stresses in Beams of Two Materials -- 8.7. Bending Due to Eccentric Axial Load -- 8.8. Unsymmetric Bending -- 8.9. Stress Concentrations Under Flexural Loadings -- ch. 9 Shear Stress in Beams -- 9.1. Introduction -- 9.2. Resultant Forces Produced by Bending Stresses -- 9.3. Shear Stress Formula -- 9.4. First Moment of Area Q -- 9.5. Shear Stresses in Beams of Rectangular Cross Section -- 9.6. Shear Stresses in Beams of Circular Cross Section -- 9.7. Shear Stresses in Webs of Flanged Beams -- 9.8. Shear Flow in Built-Up Members -- 9.9. Shear Stress and Shear Flow in Thin-Walled Members -- 9.10. Shear Centers of Thin-Walled Open Sections -- ch. 10 Beam Deflections -- 10.1. Introduction -- 10.2. Moment-Curvature Relationship -- 10.3. Differential Equation of the Elastic Curve -- 10.4. Deflections by Integration of a Moment Equation -- 10.5. Deflections by Integration of Shear-Force or Load Equations -- 10.6. Deflections Using Discontinuity Functions -- 10.7. Method of Superposition -- ch. 11 Statically Indeterminate Beams -- 11.1. Introduction -- 11.2. Types of Statically Indeterminate Beams -- 11.3. Integration Method -- 11.4. Use of Discontinuity Functions for Statically Indeterminate Beams -- 11.5. Superposition Method -- ch. 12 Stress Transformations -- 12.1. Introduction -- 12.2. Stress at a General Point in an Arbitrarily Loaded Body -- 12.3. Equilibrium of the Stress Element -- 12.4. Plane Stress -- 12.5. Generating the Stress Element -- 12.6. Equilibrium Method for Plane Stress Transformations -- 12.7. General Equations of Plane Stress Transformation -- 12.8. Principal Stresses and Maximum Shear Stress -- ^ 12.9. Presentation of Stress Transformation Results -- 12.10. Mohr's Circle for Plane Stress Note continued: 12.11. General State of Stress at a Point -- ch. 13 Strain Transformations -- 13.1. Introduction -- 13.2. Plane Strain -- 13.3. Transformation Equations for Plane Strain -- 13.4. Principal Strains and Maximum Shearing Strain -- 13.5. Presentation of Strain Transformation Results -- 13.6. Mohr's Circle for Plane Strain -- 13.7. Strain Measurement and Strain Rosettes -- 13.8. Generalized Hooke's Law for Isotropic Materials -- ch. 14 Thin-Walled Pressure Vessels -- 14.1. Introduction -- 14.2. Spherical Pressure Vessels -- 14.3. Cylindrical Pressure Vessels -- 14.4. Strains in Pressure Vessels -- ch. 15 Combined Loads -- 15.1. Introduction -- 15.2. Combined Axial and Torsional Loads -- 15.3. Principal Stresses in a Flexural Member -- 15.4. General Combined Loadings -- 15.5. Theories of Failure -- ch. 16 Columns -- 16.1. Introduction -- 16.2. Buckling of Pin-Ended Columns -- 16.3. Effect of End Conditions on Column Buckling -- 16.4. Secant Formula -- 16.5. Empirical Column Formulas -- Centric Loading -- 16.6. Eccentrically Loaded Columns -- ch. 17 Energy Methods -- 17.1. Introduction -- 17.2. Work and Strain Energy -- 17.3. Elastic Strain Energy for Axial Deformation -- 17.4. Elastic Strain Energy for Torsional Deformation -- 17.5. Elastic Strain Energy for Flexural Deformation -- 17.6. Impact Loading -- 17.7. Work-Energy Method for Single Loads -- 17.8. Method of Virtual Work -- 17.9. Deflections of Trusses by the Virtual-Work Method -- 17.10. Deflections of Beams by the Virtual-Work Method -- 17.11. Castigliano's Second Theorem -- 17.12. Calculating Deflections of Trusses by Castigliano's Theorem -- 17.13. Calculating Deflections of Beams by Castigliano's Theorem -- Appendix A Geometric Properties of an Area -- A.1. Centroid of an Area -- A.2. Moment of Inertia for an Area Note continued: A.3. Product of Inertia for an Area -- A.4. Principal Moments of Inertia -- A.5. Mohr's Circle for Principal Moments of Inertia -- Appendix B Geometric Properties of Structural Steel Shapes -- Appendix C Table of Beam Slopes and Deflections -- Appendix D Average Properties of Selected Materials.
This book integrates computer-based instruction into the traditional textbook format with the addition of the MecMovies instructional software.