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Engineering Mechanics of Materials / by B.B. Muvdi, J.W. McNabb.
- Format:
- Book
- Author/Creator:
- Muvdi, B.B., Author.
- McNabb, J. W., Author.
- Language:
- English
- Subjects (All):
- Materials--Analysis.
- Materials.
- Condensed matter.
- Mechanics.
- Civil engineering.
- Characterization and Analytical Technique.
- Condensed Matter Physics.
- Classical Mechanics.
- Civil Engineering.
- Local Subjects:
- Characterization and Analytical Technique.
- Condensed Matter Physics.
- Classical Mechanics.
- Civil Engineering.
- Physical Description:
- 1 online resource (X, 693 p.)
- Edition:
- 3rd ed. 1991.
- Place of Publication:
- New York, NY : Springer New York : Imprint: Springer, 1991.
- Language Note:
- English
- Summary:
- 4. 2 Solid Circular Shafts-Angle of Twist and Shearing Stresses 159 4. 3 Hollow Circular Shafts-Angle of Twist and Shearing Stresses 166 4. 4 Principal Stresses and Strains Associated with Torsion 173 4. 5 Analytical and Experimental Solutions for Torsion of Members of Noncircular Cross Sections 179 4. 6 Shearing Stress-Strain Properties 188 *4. 7 Computer Applications 195 5 Stresses in Beams 198 5. 1 Introduction 198 5. 2 Review of Properties of Areas 198 5. 3 Flexural Stresses due to Symmetric Bending of Beams 211 5. 4 Shear Stresses in Symmetrically Loaded Beams 230 *5. 5 Flexural Stresses due to Unsymmetric Bending of Beams 248 *5. 6 Computer Applications 258 Deflections of Beams 265 I 6. 1 Introduction 265 6. 2 Moment-Curvature Relationship 266 6. 3 Beam Deflections-Two Successive Integrations 268 6. 4 Derivatives of the Elastic Curve Equation and Their Physical Significance 280 6. 5 Beam Deflections-The Method of Superposition 290 6. 6 Construction of Moment Diagrams by Cantilever Parts 299 6. 7 Beam Deflections-The Area-Moment Method 302 *6. 8 Beam Deflections-Singularity Functions 319 *6. 9 Beam Deflections-Castigliano's Second Theorem 324 *6. 10 Computer Applications 332 7 Combined Stresses and Theories of Failure 336 7. 1 Introduction 336 7. 2 Axial and Torsional Stresses 336 Axial and Flexural Stresses 342 7. 3 Torsional and Flexural Stresses 352 7. 4 7. 5 Torsional, Flexural, and Axial Stresses 358 *7. 6 Theories of Failure 365 Computer Applications 378 *7.
- Contents:
- 1 Internal Forces in Members
- 1.1 Introduction
- 1.2 Axially Loaded Members in Equilibrium
- 1.3 Variable Axial Loading—Internal Force Relationships
- 1.4 Torsionally Loaded Members in Equilibrium
- 1.5 Variable Torsional Loading—Torque Relationships
- 1.6 Shear and Bending Moment in Beams
- 1.7 Shear and Moment at Specified Sections
- 1.8 Shear and Moment Relationships
- 1.9 Combined Loadings and Associated Diagrams
- 1.10 Computer Applications
- 2 Stress, Strain, and Their Relationships
- 2.1 Introduction
- 2.2 Concept of Stress at a Point
- 2.3 Components of Stress
- 2.4 Analysis of Plane Stress
- 2.5 Mohr’s Circle for Plane Stress
- 2.6 The Absolute Maximum Shear Stress
- 2.7 Concept of Strain at a Point
- 2.8 Analysis of Plane Strain
- 2.9 Linear Stress-Strain Relations
- 2.10 Computer Applications
- 3 Stresses and Strains in Axially Loaded Members
- 3.1 Introduction
- 3.2 Stresses due to Axial Forces
- 3.3 Strain and Deformation due to Axial Forces
- 3.4 Mechanical Properties of Materials Under Axial Forces
- 3.5 Computer Applications
- 4 Torsional Stresses, Strains, and Rotations
- 4.1 Introduction
- 4.2 Solid Circular Shafts—Angle of Twist and Shearing Stresses
- 4.3 Hollow Circular Shafts—Angle of Twist and Shearing Stresses
- 4.4 Principal Stresses and Strains Associated with Torsion
- 4.5 Analytical and Experimental Solutions for Torsion of Members of Noncircular Cross Sections
- 4.6 Shearing Stress-Strain Properties
- 4.7 Computer Applications
- 5 Stresses in Beams
- 5.1 Introduction
- 5.2 Review of Properties of Areas
- 5.3 Flexural Stresses due to Symmetric Bending of Beams
- 5.4 Shear Stresses in Symmetrically Loaded Beams
- 5.5 Flexural Stresses due to Unsymmetric Bending of Beams
- 5.6 Computer Applications
- 6 Deflections of Beams
- 6.1Introduction
- 6.2 Moment-Curvature Relationship
- 6.3 Beam Deflections—Two Successive Integrations
- 6.4 Derivatives of the Elastic Curve Equation and Their Physical Significance
- 6.5 Beam Deflections—The Method of Superposition
- 6.6 Construction of Moment Diagrams by Cantilever Parts
- 6.7 Beam Deflections—The Area-Moment Method
- 6.8 Beam Deflections—Singularity Functions
- 6.9 Beam Deflections—Castigliano’s Second Theorem
- 6.10 Computer Applications
- 7 Combined Stresses and Theories of Failure
- 7.1 Introduction
- 7.2 Axial and Torsional Stresses
- 7.3 Axial and Flexural Stresses
- 7.4 Torsional and Flexural Stresses
- 7.5 Torsional, Flexural, and Axial Stresses
- 7.6 Theories of Failure
- 7.7 Computer Applications
- 8 Column Theory and Analyses
- 8.1 Introduction
- 8.2 Stability of Equilibrium
- 8.3 Ideal Column Theory—The Euler Critical Load
- 8.4 Effect of End Conditions on Behavior of Columns
- 8.5 Eccentrically Loaded and Initially Curved Columns
- 8.6 Empirical Equations for Column Allowable Loads
- 8.7 Computer Applications
- 9 Statically Indeterminate Members
- 9.1 Introduction
- 9.2 Effects of Temperature Changes
- 9.3 Statically Indeterminate Members Under Axial Loads
- 9.4 Statically Indeterminate Members Under Torsional Loads
- 9.5 Statically Indeterminate Members Under Flexural Loads—Two Successive Integrations
- 9.6 Statically Indeterminate Members Under Flexural Loads—Superposition
- 9.7 Statically Indeterminate Members Under Flexural Loads—Area Moment
- 9.8 Statically Indeterminate Members Under Flexural Loads—Castigliano’s Second Theorem
- 9.9 Computer Applications
- 10 Introduction to Component Design
- 10.1 Introduction
- 10.2 Basic Concepts of Design
- 10.3 Design of Axially Loaded Members
- 10.4 Design of TorsionalMembers
- 10.5 Design of Flexural Members
- 10.6 Design of Columns
- 10.7 Computer Applications
- 11 Analysis and Design for Inelastic Behavior
- 11.1 Introduction
- 11.2 Inelastic Behavior of Torsional Members
- 11.3 Inelastic Behavior of Bending Members
- 11.4 The Plastic Hinge Concept
- 11.5 Pseudo-Mechanism Formation and Moment Redistribution for Beams
- 11.6 Design for Inelastic Behavior of Torsional and Bending Members
- 11.7 Computer Applications
- 12 Analysis and Design for Impact and Fatigue Loadings
- 12.1 Introduction
- 12.2 Stress Concentrations
- 12.3 Axial, Torsional, and Bending Impact Analyses
- 12.4 Fatigue Loadings—Analysis and Design
- 12.5 Computer Applications
- 13 Selected Topics
- 13.1 Introduction
- 13.2 Thin-Walled Pressure Vessels
- 13.3 Thick-Walled Cylindrical Pressure Vessels
- 13.4 Shear Center for Thin-Walled, Open Cross Sections
- 13.5 Beams of Two Materials
- 13.6 Reinforced Concrete Beams—Elastic Method
- 13.7 Circumferential Stresses in Curved Beams
- 13.8 Computer Applications Using the STRESS Language
- APPENDIX A Computer Programming for Mechanics of Materials
- B Reactions at Connections and Supports
- C Physical and Mechanical Properties of Selected Materials
- D Properties of Plane Areas
- E Design Properties for Selected Structural Sections
- F Plastic Design Properties for Selected Structural Sections
- G SI Units
- H Selected References
- Answers to Even-Numbered Problems.
- Notes:
- Bibliographic Level Mode of Issuance: Monograph
- Includes bibliographical references and index.
- ISBN:
- 1-4612-3022-5
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