Last edition Elsevier For undergraduate Mechanics of Materials courses in Mechanical , Civil, and Aerospace Engineering departments. Containing Hibbeler’s hallmark student-oriented features, this text is in four-color with a photorealistic art program designed to help students visualize difficult concepts. A clear, concise writing style and more examples than any other text further contribute to students’ ability to master the material. This edition can be packaged with MasteringEngineering, an innovative online program created to emulate the instructor’s office-hour environment, guiding students through engineering concepts from Mechanics of Materials with self-paced individualized coaching.
Previous Edition
ISBN 13: 9789810694364
Imprint: Pearson Education Limited
Language: English
Authors: Russell C. Hibbeler
Pub Date: 10/2013
Pages: 866
Illus: Illustrated
Weight: 1.384.00 grams
Size: 199 x 236 mm
Product Type: Softcover
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- • To provide a better teaching and learning experience, for both instructors and students, this program will provide:
- • * Individualized Coaching: Available with MasteringEngineering, an online program that emulates the instructor's office-hour environment using self-paced individualized coaching.
- • * Problem Solving: A large variety of problem types from a broad range of engineering disciplines, stress practical, realistic situations encountered in professional practice, varying levels of difficulty, and problems that involve solution by computer.
- • To provide a better teaching and learning experience, for both instructors and students, this program will provide:
- • *Visualization: This text is in four-color with a photorealistic art program designed to help students visualize difficult concepts.
- • * Review and Student Support: A thorough end of chapter review provides students with a concise tool for reviewing chapter contents.
- • * Accuracy: The accuracy of the text and problem solutions has been thoroughly checked by four other parties.
- RUSSELL CHARLES HIBBELER teaches at the University of Louisiana at the Faculty of Civil Engineering. Prior to that, he was a lecturer at the Universities of Illinois, Youngstown State University, Illinois Institute of Technology and Union College. He worked for well-known US construction companies and was also consultant.
- 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
- 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.
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