1. Mechanics of materials [2017]
- Book
- xvii, 877 pages : illustrations (chiefly color) ; 25 cm
- 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 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 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 Solutions and Answers for Preliminary Problems Fundamental Problems Partial Solutions and Answers Selected Answers Index Sections of the book that contain more advanced material are indicated by a star (*).
- (source: Nielsen Book Data)9780134319650 20171002
(source: Nielsen Book Data)9780134319650 20171002
- 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 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 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 Solutions and Answers for Preliminary Problems Fundamental Problems Partial Solutions and Answers Selected Answers Index Sections of the book that contain more advanced material are indicated by a star (*).
- (source: Nielsen Book Data)9780134319650 20171002
(source: Nielsen Book Data)9780134319650 20171002
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA405 .H47 2017 | Unknown 2-hour loan |
ME-80-01
- Course
- ME-80-01 -- Mechanics of Materials
- Instructor(s)
- Cai, Wei
2. Mechanics of materials [2014]
- Book
- xvii, 879 p. : ill. ; 25 cm.
- 1 Stress 3 Chapter Objectives 3 1.1 Introduction 3 1.2 Equilibrium of a Deformable Body 4 1.3 Stress 22 1.4 Average Normal Stress in an Axially Loaded Bar 24 1.5 Average Shear Stress 32 1.6 Allowable Stress Design 46 1.7 Limit State Design 48 2 Strain 67 Chapter Objectives 67 2.1 Deformation 67 2.2 Strain 68 3 Mechanical Properties of Materials 83 Chapter Objectives 83 3.1 The Tension and Compression Test 83 3.2 The Stress-Strain Diagram 85 3.3 Stress-Strain Behavior of Ductile and Brittle Materials 89 3.4 Hooke's Law 92 3.5 Strain Energy 94 3.6 Poisson's Ratio 104 3.7 The Shear Stress-Strain Diagram 106 *3.8 Failure of Materials Due to Creep and Fatigue 109 4 Axial Load 121 Chapter Objectives 121 4.1 Saint-Venant's Principle 121 4.2 Elastic Deformation of an Axially Loaded Member 124 4.3 Principle of Superposition 138 4.4 Statically Indeterminate Axially Loaded Member 139 4.5 The Force Method of Analysis for Axially Loaded Members 145 4.6 Thermal Stress 153 4.7 Stress Concentrations 160 *4.8 Inelastic Axial Deformation 164 *4.9 Residual Stress 166 5 Torsion 181 Chapter Objectives 181 5.1 Torsional Deformation of a Circular Shaft 181 5.2 The Torsion Formula 184 5.3 Power Transmission 192 5.4 Angle of Twist 204 5.5 Statically Indeterminate Torque-Loaded Members 218 *5.6 Solid Noncircular Shafts 225 *5.7 Thin-Walled Tubes Having Closed Cross Sections 228 5.8 Stress Concentration 238 *5.9 Inelastic Torsion 241 *5.10 Residual Stress 243 6 Bending 259 Chapter Objectives 259 6.1 Shear and Moment Diagrams 259 6.2 Graphical Method for Constructing Shear and Moment Diagrams 266 6.3 Bending Deformation of a Straight Member 285 6.4 The Flexure Formula 289 6.5 Unsymmetric Bending 306 *6.6 Composite Beams 316 *6.7 Reinforced Concrete Beams 319 *6.8 Curved Beams 323 6.9 Stress Concentrations 330 *6.10 Inelastic Bending 339 7 Transverse Shear 363 Chapter Objectives 363 7.1 Shear in Straight Members 363 7.2 The Shear Formula 365 7.3 Shear Flow in Built-Up Members 382 7.4 Shear Flow in Thin-Walled Members 391 *7.5 Shear Center for Open Thin-Walled Members 396 8 Combined Loadings 409 Chapter Objectives 409 8.1 Thin-Walled Pressure Vessels 409 8.2 State of Stress Caused by Combined Loadings 416 9 Stress Transformation 441 Chapter Objectives 441 9.1 Plane-Stress Transformation 441 9.2 General Equations of Plane-Stress Transformation 446 9.3 Principal Stresses and Maximum In-Plane Shear Stress 449 9.4 Mohr's Circle-Plane Stress 465 9.5 Absolute Maximum Shear Stress 477 10 Strain Transformation 489 Chapter Objectives 489 10.1 Plane Strain 489 10.2 General Equations of Plane-Strain Transformation 490 *10.3 Mohr's Circle-Plane Strain 498 *10.4 Absolute Maximum Shear Strain 506 10.5 Strain Rosettes 508 10.6 Material-Property Relationships 512 *10.7 Theories of Failure 524 11 Design of Beams and Shafts 541 Chapter Objectives 541 11.1 Basis for Beam Design 541 11.2 Prismatic Beam Design 544 *11.3 Fully Stressed Beams 558 *11.4 Shaft Design 562 12 Deflection of Beams and Shafts 573 Chapter Objectives 573 12.1 The Elastic Curve 573 12.2 Slope and Displacement by Integration 577 *12.3 Discontinuity Functions 597 *12.4 Slope and Displacement by the Moment-Area Method 608 12.5 Method of Superposition 623 12.6 Statically Indeterminate Beams and Shafts 631 12.7 Statically Indeterminate Beams and Shafts-Method of Integration 632 *12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method 637 12.9 Statically Indeterminate Beams and Shafts-Method of Superposition 643 13 Buckling of Columns 661 Chapter Objectives 661 13.1 Critical Load 661 13.2 Ideal Column with Pin Supports 664 13.3 Columns Having Various Types of Supports 670 *13.4 The Secant Formula 682 *13.5 Inelastic Buckling 688 *13.6 Design of Columns for Concentric Loading 696 *13.7 Design of Columns for Eccentric Loading 707 14 Energy Methods 719 Chapter Objectives 719 14.1 External Work and Strain Energy 719 14.2 Elastic Strain Energy for Various Types of Loading 724 14.3 Conservation of Energy 737 14.4 Impact Loading 744 *14.5 Principle of Virtual Work 755 *14.6 Method of Virtual Forces Applied to Trusses 759 *14.7 Method of Virtual Forces Applied to Beams 766 *14.8 Castigliano's Theorem 775 *14.9 Castigliano's Theorem Applied to Trusses 777 *14.10 Castigliano's Theorem Applied to Beams 780 Appendix A. Geometric Properties of an Area B. Geometric Properties of Structural Shapes C. Slopes and Deflections of Beams Fundamental Problems Partial Solutions and Answers Answers for Selected Problems Index (*) Sections of the book that contain more advanced material are indicated by a star. Time permitting, some of these topics may be included in the course. Furthermore, this material provides a suitable reference for basic principles when it is covered in other courses, and it can be used as a basis for assigning special projects.
- (source: Nielsen Book Data)9780133254426 20160615
(source: Nielsen Book Data)9780133254426 20160615
- 1 Stress 3 Chapter Objectives 3 1.1 Introduction 3 1.2 Equilibrium of a Deformable Body 4 1.3 Stress 22 1.4 Average Normal Stress in an Axially Loaded Bar 24 1.5 Average Shear Stress 32 1.6 Allowable Stress Design 46 1.7 Limit State Design 48 2 Strain 67 Chapter Objectives 67 2.1 Deformation 67 2.2 Strain 68 3 Mechanical Properties of Materials 83 Chapter Objectives 83 3.1 The Tension and Compression Test 83 3.2 The Stress-Strain Diagram 85 3.3 Stress-Strain Behavior of Ductile and Brittle Materials 89 3.4 Hooke's Law 92 3.5 Strain Energy 94 3.6 Poisson's Ratio 104 3.7 The Shear Stress-Strain Diagram 106 *3.8 Failure of Materials Due to Creep and Fatigue 109 4 Axial Load 121 Chapter Objectives 121 4.1 Saint-Venant's Principle 121 4.2 Elastic Deformation of an Axially Loaded Member 124 4.3 Principle of Superposition 138 4.4 Statically Indeterminate Axially Loaded Member 139 4.5 The Force Method of Analysis for Axially Loaded Members 145 4.6 Thermal Stress 153 4.7 Stress Concentrations 160 *4.8 Inelastic Axial Deformation 164 *4.9 Residual Stress 166 5 Torsion 181 Chapter Objectives 181 5.1 Torsional Deformation of a Circular Shaft 181 5.2 The Torsion Formula 184 5.3 Power Transmission 192 5.4 Angle of Twist 204 5.5 Statically Indeterminate Torque-Loaded Members 218 *5.6 Solid Noncircular Shafts 225 *5.7 Thin-Walled Tubes Having Closed Cross Sections 228 5.8 Stress Concentration 238 *5.9 Inelastic Torsion 241 *5.10 Residual Stress 243 6 Bending 259 Chapter Objectives 259 6.1 Shear and Moment Diagrams 259 6.2 Graphical Method for Constructing Shear and Moment Diagrams 266 6.3 Bending Deformation of a Straight Member 285 6.4 The Flexure Formula 289 6.5 Unsymmetric Bending 306 *6.6 Composite Beams 316 *6.7 Reinforced Concrete Beams 319 *6.8 Curved Beams 323 6.9 Stress Concentrations 330 *6.10 Inelastic Bending 339 7 Transverse Shear 363 Chapter Objectives 363 7.1 Shear in Straight Members 363 7.2 The Shear Formula 365 7.3 Shear Flow in Built-Up Members 382 7.4 Shear Flow in Thin-Walled Members 391 *7.5 Shear Center for Open Thin-Walled Members 396 8 Combined Loadings 409 Chapter Objectives 409 8.1 Thin-Walled Pressure Vessels 409 8.2 State of Stress Caused by Combined Loadings 416 9 Stress Transformation 441 Chapter Objectives 441 9.1 Plane-Stress Transformation 441 9.2 General Equations of Plane-Stress Transformation 446 9.3 Principal Stresses and Maximum In-Plane Shear Stress 449 9.4 Mohr's Circle-Plane Stress 465 9.5 Absolute Maximum Shear Stress 477 10 Strain Transformation 489 Chapter Objectives 489 10.1 Plane Strain 489 10.2 General Equations of Plane-Strain Transformation 490 *10.3 Mohr's Circle-Plane Strain 498 *10.4 Absolute Maximum Shear Strain 506 10.5 Strain Rosettes 508 10.6 Material-Property Relationships 512 *10.7 Theories of Failure 524 11 Design of Beams and Shafts 541 Chapter Objectives 541 11.1 Basis for Beam Design 541 11.2 Prismatic Beam Design 544 *11.3 Fully Stressed Beams 558 *11.4 Shaft Design 562 12 Deflection of Beams and Shafts 573 Chapter Objectives 573 12.1 The Elastic Curve 573 12.2 Slope and Displacement by Integration 577 *12.3 Discontinuity Functions 597 *12.4 Slope and Displacement by the Moment-Area Method 608 12.5 Method of Superposition 623 12.6 Statically Indeterminate Beams and Shafts 631 12.7 Statically Indeterminate Beams and Shafts-Method of Integration 632 *12.8 Statically Indeterminate Beams and Shafts-Moment-Area Method 637 12.9 Statically Indeterminate Beams and Shafts-Method of Superposition 643 13 Buckling of Columns 661 Chapter Objectives 661 13.1 Critical Load 661 13.2 Ideal Column with Pin Supports 664 13.3 Columns Having Various Types of Supports 670 *13.4 The Secant Formula 682 *13.5 Inelastic Buckling 688 *13.6 Design of Columns for Concentric Loading 696 *13.7 Design of Columns for Eccentric Loading 707 14 Energy Methods 719 Chapter Objectives 719 14.1 External Work and Strain Energy 719 14.2 Elastic Strain Energy for Various Types of Loading 724 14.3 Conservation of Energy 737 14.4 Impact Loading 744 *14.5 Principle of Virtual Work 755 *14.6 Method of Virtual Forces Applied to Trusses 759 *14.7 Method of Virtual Forces Applied to Beams 766 *14.8 Castigliano's Theorem 775 *14.9 Castigliano's Theorem Applied to Trusses 777 *14.10 Castigliano's Theorem Applied to Beams 780 Appendix A. Geometric Properties of an Area B. Geometric Properties of Structural Shapes C. Slopes and Deflections of Beams Fundamental Problems Partial Solutions and Answers Answers for Selected Problems Index (*) Sections of the book that contain more advanced material are indicated by a star. Time permitting, some of these topics may be included in the course. Furthermore, this material provides a suitable reference for basic principles when it is covered in other courses, and it can be used as a basis for assigning special projects.
- (source: Nielsen Book Data)9780133254426 20160615
(source: Nielsen Book Data)9780133254426 20160615
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA405 .H47 2013 | Unknown 2-hour loan |
ME-80-01
- Course
- ME-80-01 -- Mechanics of Materials
- Instructor(s)
- Cai, Wei