Ansel C. Ugural

Indeholder "Preface", "List of Symbols", "Chapter 1. Introduction", " 1.1 Mechanics of Materials", " 1.2 Scope of the Book", " 1.4 Engineering Design", " 1.5 Review of Static Equilibrium", " 1.6 Internal Force Resultants", " 1.7 Problem Formulation and Solution", " 1.8 Application to Simple Structures", " Chapter Summary", " References", "Chapter 2. Concept of Stress", " 2.1 Introduction", " 2.2 Internal Axial Forces", " 2.3 Normal Stress", " 2.4 Bearing Stress in Connections", " 2.5 Shearing Stress", " 2.6 Stresses in Simple Structures", " 2.7 Allowable Stress and Factor of Safety", " 2.8 Design of Bars for Axial Loading", " 2.9 Case Studies", " 2.10 Stress under General Loading", " Chapter Summary", " References", "Chapter 3. Strain and Material Properties", " 3.1 Introduction", " 3.2 Deformation", " 3.3 Strain", " 3.4 Components of Strain", " 3.5 Materials", " 3.6 Stress-Strain Diagrams", " 3.7 True Stress and True Strain", " 3.8 Elastic versus Plastic Behavior", " 3.9 Hooke's Law", " 3.10 Poisson's Ratio", " 3.11 Generalized Hooke's Law", " 3.12 Strain Energy", " 3.13 Impact Strength", " 3.14 Fatigue", " 3.15 Permanent Deformation", " 3.16 General Properties of Materials", " 3.17 Selecting Materials", " Chapter Summary", " References", "Chapter 4. Axially Loaded Members", " 4.1 Introduction", " 4.2 Deformation of Axially Loaded Members", " 4.3 Statically Indeterminate Structures", " 4.4 Method of Superposition", " 4.5 Thermal Deformation and Stress", " 4.6 Stresses on Inclined Planes", " 4.7 Saint-Venant's Principle", " 4.8 Stress Concentrations", " 4.9 Ductility and Design", " 4.10 Plastic Deformation and Residual Stress", " Chapter Summary", " References", "Chapter 5. Torsion", " 5.1 Introduction", " 5.2 Deformation of a Circular Shaft", " 5.3 The Torsion Formula", " 5.4 Axial and Transverse Shear Stresses", " 5.5 Stresses on Inclined Planes", " 5.6 Angle of Twist", " 5.7 Statically Indeterminate Shafts", " 5.8 Design of Circular Shafts", " 5.9 Stress Concentrations", " 5.10 Inelastic Torsion of Circular Shafts", " 5.11 Torsion of Noncircular Solid Bars", " 5.12 Thin-Walled Hollow Members", " Chapter Summary", " References", "Chapter 6. Shear and Moment in Beams", " 6.1 Introduction", " 6.2 Classification of Beams", " 6.3 Calculation of Beam Reactions", " 6.4 Shear Force and Bending Moment", " 6.5 Load, Shear, and Moment Relationships", " 6.6 Shear and Moment Diagrams", " 6.7 Discontinuity Functions", " Chapter Summary", " References", "Chapter 7. Stresses in Beams", " 7.1 Introduction", " Part A. Pure Bending", " 7.2 Beam Deformation in Pure Bending", " 7.3 Assumptions of Beam Theory", " 7.4 Normal Strain in Beams", " 7.5 Normal Stress in Beams", " 7.6 Stress Concentrations in Bending", " Part В. Shear and Bending", " 7.7 Shear Stresses in Beams", " 7.8 Shear Stress Distribution in Rectangular Beams", " 7.9 Shear Stresses in Beams of Circular Cross Section", " 7.10 Shear Stress Distribution in Flanged Beams", " 7.11 Comparison of Shear and Bending Stresses", " 7.12 Design of Prismatic Beams", " 7.13 Design of Beams of Constant Strength", " Part С. Special Topics", " 7.14 Composite Beams", " 7.15 Reinforced Concrete Beams", " 7.16 Unsymmetric Bending", " 7.17 Shear Center", " 7.18 Inelastic Bending", " 7.19 Curved Beams", " Chapter Summary", " References", "Chapter 8. Transformation of Stress and Strain", " 8.1 Introduction", " 8.2 Plane Stress", " 8.3 Principal Stresses", " 8.4 Maximum Shear Stress", " 8.5 Mohr's Circle for Plane Stress", " 8.6 Absolute Maximum Shear Stress", " 8.7 Principal Stresses for a General State of Stress", " 8.8 Thin-Walled Pressure Vessels", " 8.9 Thick-Walled Pressure Vessels", " 8.10 Plane Strain", " 8.11 Mohr's Circle for Plane Strain", " 8.12 Measurement of Strain; Strain Rosette", " 8.13 Relation Involving E, v, and G", " Chapter Summary", " References", "Chapter 9. Combined Loadings and Failure Criteria", " 9.1 Introduction", " Part A. Combined Stresses", " 9.2 Axial and Torsional Loads", " 9.3 Direct Shear and Torsional Loads: Helical Springs", " 9.4 Axial, Transverse, and Torsional Loads", " 9.5 Transverse Shear and Bending Moment Loads: Principal Stresses in Beams", " 9.6 Eccentric Axial Loads", " Part B. Failure Theories in Design", " 9.7 Material Failure", " 9.8 Yield Criteria for Ductile Materials", " 9.9 Fracture Criteria for Brittle Materials", " 9.10 Design of Transmission Shafts", " Chapter Summary", " References", "Chapter 10. Deflections of Beams", " 10.1 Introduction", " 10.2 The Elastic Curve", " 10.3 Boundary Conditions", " 10.4 Method of Integration", " 10.5 Use of Discontinuity Functions", " 10.6 Method of Superposition", " 10.7 Statically Indeterminate Beams", " 10.8 Statically Indeterminate Beams - Method of Integration", " 10.9 Statically Indeterminate Beams - Method of Superposition", " 10.10 Moment-Area Method", " 10.11 Statically Indeterminate Beams - Moment-Area Method", " 10.12 Continuous Beams", " Chapter Summary", " References", "Chapter 11. Buckling of Columns", " 11.1 Introduction", " 11.2 Stability of Structures", " 11.3 Pin-Ended Columns", " 11.4 Columns with Other End Conditions", " 11.5 Critical Stress: Classification of Columns", " 11.6 Eccentric Loaded Columns and the Secant Formula", " 11.7 Design of Columns for Centric Loading", " 11.8 Design of Columns for Eccentric Loading", " Chapter Summary", " References", "Chapter 12. Energy Methods and Impact", " 12.1 Introduction", " 12.2 Strain Energy under Axial Loading", " 12.3 Strain Energy in Circular Shafts", " 12.4 Strain Energy in Beams", " 12.5 Strain Energy for a General State of Stress", " 12.6 Conservation of Energy", " 12.7 Displacement under a Single Load by the Work-Energy Method", " 12.8 Displacements by Castigliano's Theorem", " 12.9 Unit-Load Method", " 12.10 Statically Indeterminate Structures", " 12.11 Impact Loading", " 12.12 Longitudinal and Bending Impact", " Chapter Summary", " References", "Chapter 13. Finite Element Analysis", " 13.1 Introduction", " 13.2 The Bar Element", " 13.3 Two-Dimensional Bar Element", " 13.4 Axial Force in the Bar Element", " 13.5 Formulation of the Finite Element Method", " 13.6 Beam Elements", " Chapter Summary", " References", "Appendix A. Properties of Areas", " A.1 Centroid of an Area", " A.2 Moments of Inertia and Radius of Gyration", " А.3 Parallel-Axis Theorem", " A.4 Principal Moments of Inertia", "Appendix В. Tables", " B.1 Principal SI Units Used in Mechanics", " B.2 SI Prefixes", " B.3 Conversion Factors between U.S. Customary and SI Units", " B.4 Properties of Selected Engineering Materials", " B.5 Materials and Selected Members of Each Class", " B.6 Properties of Areas", " B.7 Properties of Selected Steel Pipe and Tubing", " B.8 Properties of Steel W Shapes, Wide-Flange Sections", " B.9 Properties of Steel S Shapes, American Standard I-Beams", " B.10 Properties of Steel С Shapes, American Standard Channels", " B.11 Properties of Steel L Shapes, Angles with Equal Legs", " B.12 Properties of Steel L Shapes, Angles with Unequal Legs", " B.13 Properties of Structural Lumber", " B.14 Deflections and Slopes of Beams", " B.15 Reactions and Deflections of Statically Indeterminate Beams", "Appendix С. Matrix Algebra", " C.1 Definition of a Matrix", " C.2 Determinant of a Matrix", " C.3 Matrix Operations", " C.4 Simultaneous Linear Equations", "Appendix D. Fundamentals of Engineering Examination", "Answers to Selected Even-numbered Problems", "Index".

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