For undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Thorough coverage, a highly visual presentation, and increased problem solving from an author you trust. Mechanics of Materials clearly and thoroughly presents the theory and supports the application of essential mechanics of materials principles. Professor Hibbeler's concise writing style, countless examples, and stunning four-color photorealistic art program ? all shaped by the comments and suggestions of hundreds of colleagues and students ? help students visualize and master…mehr
For undergraduate Mechanics of Materials courses in Mechanical, Civil, and Aerospace Engineering departments. Thorough coverage, a highly visual presentation, and increased problem solving from an author you trust. Mechanics of Materials clearly and thoroughly presents the theory and supports the application of essential mechanics of materials principles. Professor Hibbeler's concise writing style, countless examples, and stunning four-color photorealistic art program ? all shaped by the comments and suggestions of hundreds of colleagues and students ? help students visualize and master difficult concepts. The Tenth SI Edition retains the hallmark features synonymous with the Hibbeler franchise, but has been enhanced with the most current information, a fresh new layout, added problem solving, and increased flexibility in the way topics are covered in class. Also available with MasteringEngineering™. This title is also available with MasteringEngineering, an online homework, tutorial, and assessment program designed to work with this text to engage students and improve results. Interactive, self-paced tutorials provide individualized coaching to help students stay on track. With a wide range of activities available, students can actively learn, understand, and retain even the most difficult concepts. The text and MasteringEngineering work together to guide students through engineering concepts with a multi-step approach to problems.Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
R. C. Hibbeler graduated from the University of Illinois at Urbana with a BS in Civil Engineering (majoring in Structures) and an MS in Nuclear Engineering. He obtained his PhD in Theoretical and Applied Mechanics from Northwestern University. Professor Hibbeler's professional experience includes postdoctoral work in reactor safety and analysis at Argonne National Laboratory, and structural and stress analysis work at Chicago Bridge and Iron, as well as at Sargent and Lundy in Chicago. He has practiced engineering in Ohio, New York, and Louisiana. Professor Hibbeler currently teaches both civil and mechanical engineering courses at the University of LouisianaLafayette. In the past, he has taught at the University of Illinois at Urbana, Youngstown State University, Illinois Institute of Technology, and Union College.
Inhaltsangabe
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
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
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
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
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