TY  - BOOK
AU  - Hibbeler,R.C.
AU  - Sekar,K.S.Vijay
TI  - Mechanics of materials
SN  - 9789810694364
U1  - 620.1123 23
PY  - 2014///]
CY  - Singapore
PB  - Pearson Education South Asia Pte Ltd.
KW  - Materials
KW  - Mechanics, Applied
KW  - Strength of materials
KW  - Textbooks
KW  - Structural analysis (Engineering)
KW  - Deformations (Mechanics)
N1  - Includes index; Previous edition: 2011; Original edition: 1991; 1. Stress -- 2. Strain -- 3. Mechanical Properties of Materials -- 4. Axial Load -- 5. Torsion -- 6. Bending -- 7. Transverse Shear -- 8. Combined Loadings -- 9. Stress Transformation -- 10. Strain Transformation -- 11. Design of Beams and Shafts -- 12. Deflection of Beams and Shafts -- 13. Buckling of Columns -- 14. Energy Methods -- --; 1; Stress --; Chapter Objectives --; 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 Design -- --; 2; Strain --; Chapter Objectives --; 2.1 Deformation --; 2.2 Strain -- --; 3; Mechanical Properties of Materials --; Chapter Objectives --; 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 Hooke's Law --; 3.5 Strain Energy --; 3.6 Poisson's Ratio --; 3.7 The Shear Stress-Strain Diagram --; 3.8 Failure of Materials Due to Creep and Fatigue -- --; 4; Axial Load --; Chapter Objectives --; 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 Member --; 4.5 The Force Method of Analysis for Axially Loaded Members --; 4.6 Thermal Stress --; 4.7 Stress Concentrations --; 4.8 Inelastic Axial Deformation --; 4.9 Residual Stress -- --; 5; Torsion --; Chapter Objectives --; 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 -- --; 6; Bending --; Chapter Objectives --; 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 Formula --; 6.5 Unsymmetric Bending --; 6.6 Composite Beams --; 6.7 Reinforced Concrete Beams --; 6.8 Curved Beams --; 6.9 Stress Concentrations --; 6.10 Inelastic Bending -- --; 7; Transverse Shear --; Chapter Objectives --; 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 -- --; 8; Combined Loadings --; Chapter Objectives --; 8.1 Thin-Walled Pressure Vessels --; 8.2 State of Stress Caused by Combined Loadings -- --; 9; Stress Transformation --; Chapter Objectives --; 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 -- --; 10; Strain Transformation --; Chapter Objectives --; 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 -- --; 11; Design of Beams and Shafts --; Chapter Objectives --; 11.1 Basis for Beam Design --; 11.2 Prismatic Beam Design --; 11.3 Fully Stressed Beams --; 11.4 Shaft Design -- --; 12; Deflection of Beams and Shafts --; Chapter Objectives --; 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 --; 13; Buckling of Columns --; Chapter Objectives --; 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 --; 14; Energy Methods --; Chapter Objectives --; 14.1 External Work and Strain Energy --; 14.2 Elastic Strain Energy for Various Types of Loading --; 14.3 Conservation of Energy --; 14.4 Impact Loading --; 14.5 Principle of Virtual Work --; 14.6 Method of Virtual Forces Applied to Trusses --; 14.7 Method of Virtual Forces Applied to Beams --; 14.8 Castigliano's Theorem --; 14.9 Castigliano's Theorem Applied to Trusses --; 14.10 Castigliano's Theorem Applied to Beams -- --; Appendix --; A. Geometric Properties of an Area --; B. Geometric Properties of Structural Shapes --; C. Slopes and Deflections of Beams
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