1 - 4
1. Mechanics of materials [2022]
- Hibbeler, R. C., author.
- Eleventh edition. - Hoboken, NJ : Pearson, [2022]
- Description
- Book — xxiv, 866 pages : color illustrations ; 25 cm
- Summary
-
"Eleventh Edition of bestselling Mechanics of Materials textbook containing new examples, new problems, and new design"-- Provided by publisher.
- Online
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at Engineering circulation desk | |
TA405.H47 2022 | Unknown 2-hour loan |
MATSCI-384-01, ME-80-01
- Course
- MATSCI-384-01 -- Materials Advances in Neurotechnology
- Instructor(s)
- Guosong Hong
- Course
- ME-80-01 -- Mechanics of Materials
- Instructor(s)
- Marc Levenston
2. Mechanics of materials [2018]
- Goodno, Barry J., author.
- Ninth edition. - Boston, MA : Cengage Learning, [2018]
- Description
- Book — xxiv, 1159 pages : color illustrations ; 27 cm
- Summary
-
Give students a rigorous, complete, and integrated treatment of the mechanics of materials -- an essential subject in mechanical, civil, and structural engineering. This leading text, Goodno/Gere's MECHANICS OF MATERIALS, 9E, examines the analysis and design of structural members subjected to tension, compression, torsion, and bending -- laying the foundation for further study.
(source: Nielsen Book Data)
- Online
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at Engineering circulation desk | |
TA405 .G44 2018 | Unknown 2-hour loan |
ME-80-01
- Course
- ME-80-01 -- Mechanics of Materials
- Instructor(s)
- Marc Levenston
3. Mechanics of materials [2017]
- Hibbeler, R. C., author.
- Tenth edition. - Boston : Pearson, [2017]
- Description
- Book — xvii, 877 pages : illustrations (chiefly color) ; 25 cm
- Summary
-
- 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)
(source: Nielsen Book Data)
- Online
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at Engineering circulation desk | |
TA405 .H47 2017 | Unknown 2-hour loan |
TA405 .H47 2017 | Unknown 2-hour loan |
MATSCI-384-01, ME-80-01
- Course
- MATSCI-384-01 -- Materials Advances in Neurotechnology
- Instructor(s)
- Guosong Hong
- Course
- ME-80-01 -- Mechanics of Materials
- Instructor(s)
- Marc Levenston
- Philpot, Timothy A., author.
- 5th edition Wiley Loose-Leaf Print Edition - Hoboken, NJ : John Wiley & Sons, Inc., [2020]
- Description
- Book — xvi pages, 2 unnumbered pages, 715, 150, 16, 12 pages : illustrations (some color) ; 26 cm
- Summary
-
- 1 Stress 1 1.1 Introduction 1 1.2 Normal Stress Under Axial Loading 2 1.3 Direct Shear Stress 8 1.4 Bearing Stress 13 1.5 Stresses on Inclined Sections 17 1.6 Equality of Shear Stresses on Perpendicular Planes 20 2 Strain 25 2.1 Displacement, Deformation, and the Concept of Strain 25 2.2 Normal Strain 27 2.3 Shear Strain 32 2.4 Thermal Strain 35 3 Mechanical Properties of Materials 37 3.1 The Tension Test 37 3.2 The Stress-Strain Diagram 40 3.3 Hooke's Law 48 3.4 Poisson's Ratio 49 4 Design Concepts 55 4.1 Introduction 55 4.2 Types of Loads 56 4.3 Safety 58 4.4 Allowable Stress Design 58 4.5 Load and Resistance Factor Design 65 5 Axial Deformation 71 5.1 Introduction 71 5.2 Saint-Venant's Principle 72 5.3 Deformations in Axially Loaded Bars 74 5.4 Deformations in a System of Axially Loaded Bars 81 5.5 Statically Indeterminate Axially Loaded Members 88 5.6 Thermal Effects on Axial Deformation 101 5.7 Stress Concentrations 110 6 Torsion 115 6.1 Introduction 115 6.2 Torsional Shear Strain 117 6.3 Torsional Shear Stress 118 6.4 Stresses on Oblique Planes 120 6.5 Torsional Deformations 122 6.6 Torsion Sign Conventions 124 6.7 Gears in Torsion Assemblies 133 6.8 Power Transmission 138 6.9 Statically Indeterminate Torsion Members 142 6.10 Stress Concentrations in Circular Shafts Under Torsional Loadings 155 6.11 Torsion of Noncircular Sections 158 6.12 Torsion of Thin-Walled Tubes: Shear Flow 161 7 Equilibrium of Beams 165 7.1 Introduction 165 7.2 Shear and Moment in Beams 167 7.3 Graphical Method for Constructing Shear and Moment Diagrams 176 7.4 Discontinuity Functions to Represent Load, Shear, and Moment 194 8 Bending 205 8.1 Introduction 205 8.2 Flexural Strains 207 8.3 Normal Stresses in Beams 208 8.4 Analysis of Bending Stresses in Beams 220 8.5 Introductory Beam Design for Strength 230 8.6 Flexural Stresses in Beams of Two Materials 234 8.7 Bending Due to an Eccentric Axial Load 244 8.8 Unsymmetric Bending 251 8.9 Stress Concentrations Under Flexural Loadings 259 8.10 Bending of Curved Bars 263 9 Shear Stress in Beams 271 9.1 Introduction 271 9.2 Resultant Forces Produced by Bending Stresses 272 9.3 The Shear Stress Formula 277 9.4 The First Moment of Area, Q 282 9.5 Shear Stresses in Beams of Rectangular Cross
- Section 284 9.6 Shear Stresses in Beams of Circular Cross
- Section 288 9.7 Shear Stresses in Webs of Flanged Beams 289 9.8 Shear Flow in Built-Up Members 294 9.9 Shear Stress and Shear Flow in Thin-Walled Members 302 9.10 Shear Centers of Thin-Walled Open Sections 319 10 Beam Deflections 331 10.1 Introduction 331 10.2 Moment-Curvature Relationship 332 10.3 The Differential Equation of the Elastic Curve 332 10.4 Determining Deflections by Integration of a Moment Equation 336 10.5 Determining Deflections by Integration of Shear-Force or Load Equations 348 10.6 Determining Deflections by Using Discontinuity Functions 350 10.7 Determining Deflections by the Method of Superposition 357 11 Statically Indeterminate Beams 377 11.1 Introduction 377 11.2 Types of Statically Indeterminate Beams 378 11.3 The Integration Method 379 11.4 Use of Discontinuity Functions for Statically Indeterminate Beams 384 11.5 The Superposition Method 390 12 Stress Transformations 405 12.1 Introduction 405 12.2 Stress at a General Point in an Arbitrarily Loaded Body 406 12.3 Equilibrium of the Stress Element 408 12.4 Plane Stress 410 12.5 Generating the Stress Element 410 12.6 Equilibrium Method for Plane Stress Transformations 413 12.7 General Equations of Plane Stress Transformation 415 12.8 Principal Stresses and Maximum Shear Stress 422 12.9 Presentation of Stress Transformation Results 429 12.10 Mohr's Circle for Plane Stress 435 12.11 General State of Stress at a Point 452 13 Strain Transformations 459 13.1 Introduction 459 13.2 Plane Strain 460 13.3 Transformation Equations for Plane Strain 461 13.4 Principal Strains and Maximum Shearing Strain 466 13.5 Presentation of Strain Transformation Results 468 13.6 Mohr's Circle for Plane Strain 470 13.7 Strain Measurement and Strain Rosettes 473 13.8 Generalized Hooke's Law for Isotropic Materials 478 13.9 Generalized Hooke's Law for Orthotropic Materials 494 14 Pressure Vessels 499 14.1 Introduction 499 14.2 Thin-Walled Spherical Pressure Vessels 500 14.3 Thin-Walled Cylindrical Pressure Vessels 502 14.4 Strains in Thin-Walled Pressure Vessels 505 14.5 Stresses in Thick-Walled Cylinders 509 14.6 Deformations in Thick-Walled Cylinders 517 14.7 Interference Fits 520 15 Combined Loads 527 15.1 Introduction 527 15.2 Combined Axial and Torsional Loads 528 15.3 Principal Stresses in a Flexural Member 530 15.4 General Combined Loadings 540 15.5 Theories of Failure 557 16 Columns 567 16.1 Introduction 567 16.2 Buckling of Pin-Ended Columns 570 16.3 The Effect of End Conditions on Column Buckling 578 16.4 The Secant Formula 587 16.5 Empirical Column Formulas-Centric Loading 592 16.6 Eccentrically Loaded Columns 600 17 Energy Methods 607 17.1 Introduction 607 17.2 Work and Strain Energy 608 17.3 Elastic Strain Energy for Axial Deformation 613 17.4 Elastic Strain Energy for Torsional Deformation 614 17.5 Elastic Strain Energy for Flexural Deformation 616 17.6 Impact Loading 620 17.7 Work-Energy Method for Single Loads 633 17.8 Method of Virtual Work 636 17.9 Deflections of Trusses by the Virtual-Work Method 641 17.10 Deflections of Beams by the Virtual-Work Method 649 17.11 Castigliano's Second Theorem 658 17.12 Calculating Deflections of Trusses by Castigliano's Theorem 660 17.13 Calculating Deflections of Beams by Castigliano's Theorem 665 Appendix A Geometric Properties Of An Area 671 A.1 Centroid of an Area 671 A.2 Moment of Inertia for an Area 675 A.3 Product of Inertia for an Area 680 A.4 Principal Moments of Inertia 682 A.5 Mohr's Circle for Principal Moments of Inertia 686 Appendix B Geometric Properties Of Structural Steel Shapes 691 Appendix C Table Of Beam Slopes And Deflections 703 Appendix D Average Properties Of Selected Materials 707 Appendix E Fundamental Mechanics Of Materials Equations 711 Problems P-1
- Chapter 1 Problems P-1
- Chapter 2 Problems P-7
- Chapter 3 Problems P-11
- Chapter 4 Problems P-14
- Chapter 5 Problems P-18
- Chapter 6 Problems P-29
- Chapter 7 Problems P-39
- Chapter 8 Problems P-46
- Chapter 9 Problems P-63
- Chapter 10 Problems P-76
- Chapter 11 Problems P-87
- Chapter 12 Problems P-95
- Chapter 13 Problems P-108
- Chapter 14 Problems P-115
- Chapter 15 Problems P-119
- Chapter 16 Problems P-129
- Chapter 17 Problems P-138 Answers to Odd Numbered Problems A-1 Index I-1.
- (source: Nielsen Book Data)
(source: Nielsen Book Data)
- Online
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at Engineering circulation desk | |
TA405 .P4884 2020 | Unknown 2-hour loan |
ME-80-01
- Course
- ME-80-01 -- Mechanics of Materials
- Instructor(s)
- Marc Levenston