| 내용 |
Front Cover -- Mechanics of Materials -- Title Page -- Copyright Page -- Preface -- Acknowledgements -- Contents -- 1 Stress -- Chapter Objectives -- 1.1 Introduction -- 1.2 Equilibrium of a Deformable Body -- 1.3 Stres -- 1.4 Average Normal Stres in an Axially Loaded Bar -- 1.5 Average Shear Stres -- 1.6 Allowable Stres 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 Strain Energy -- 3.5 Poisson's Ratio -- 3.6 The Shear Stress-Strain Diagram -- *3.7 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 Members -- 4.5 T He Force Method of Analysis for Axially Loaded Members -- 4.6 T Hermal 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 Torque -- 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 T Heories 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 Ecentric 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 -- Solutions and Answers for Preliminary Problems -- Fundamental Problems Partial Solutions and Answers -- Selected Answers -- Index -- Equations and Tables -- Back Cover.
|
