Mechanics of Materials: An Integrated Learning System
Search in google:
Don’t just memorize the mechanics of materials. Visualize them. You know you really understand an engineering subject when you can visualize it in your “mind’s eye.” This is especially true of the mechanics of materials, one of the most challenging subjects you’ll need to master along the way to your engineering degree. In Mechanics of Materials: An Integrated Learning System, Timothy A. Philpot uses his award-winning MecMovies software to help you clearly visualize and understand mechanics phenomena thoroughly and easily. MecMovies are a collection of animations, tutorials, games, and examples that have been proven to increase students’ visualization skills, confidence level in solving problems, and interest in the subject matter. Integrating the MecMovies instructional software throughout, Mechanics of Materials: An Integrated Learning System gives you extensive hands-on practice as you cover everything from stress and strain to bending, transverse shear, and combined loads. Get the most out of the unique interactive experience of Mechanics of Materials with these hallmark features: Visual communication uses stunning in-text illustrations and MecMovies to illuminate the subject and impress in your “mind’s eye” mental imagery needed to transfer the concepts to differing situationsProblem-solving schema give you the tools to organize and visualize the concepts and problem-solving proceduresClear, well-written commentary explains why various steps are taken & illustrations helpNumerous, clear examples—over 940 homework problems in all—build your technical skills and prepare you for success in your subsequent engineering design courses
Chapter 1 Stress 11.1 Introduction 11.2 Normal Stress Under Axial Loading 21.3 Direct Shear Stress 71.4 Bearing Stress 111.5 Stresses on Inclined Sections 191.6 Equality of Shear Stresses on Perpendicular Planes 21Chapter 2 Strain 272.1 Displacement, Deformation, and the Concept of Strain 272.2 Normal Strain 282.3 Shear Strain 352.4 Thermal Strain 39Chapter 3 Mechanical Properties of Materials 433.1 The Tension Test 433.2 The Stress-Strain Diagram 463.3 Hooke's Law 543.4 Poisson's Ratio 54Chapter 4 Design Concepts 654.1 Introduction 654.2 Types of Loads 664.3 Safety 674.4 Allowable Stress Design 684.5 Load and Resistance Factor Design 79Chapter 5 Axial Deformation 855.1 Introduction 855.2 Saint-Venant's Principle 865.3 Deformations in Axially Loaded Bars 885.4 Deformations in a System of Axially Loaded Bars 965.5 Statically Indeterminate Axially Loaded Members 1055.6 Thermal Effects on Axial Deformation 1225.7 Stress Concentrations 134Chapter 6 Torsion 1416.1 Introduction 1416.2 Torsional Shear Strain 1436.3 Torsional Shear Stress 1446.4 Stresses on Oblique Planes 1466.5 Torsional Deformations 1486.6 Torsion Sign Conventions 1496.7 Gears in Torsion Assemblies 1626.8 Power Transmission 1706.9 Statically Indeterminate Torsion Members 1776.10 Stress Concentrations in Circular Shafts Under Torsional Loadings 1976.11 Torsion of Noncircular Sections 2006.12 Torsion of Thin-Walled Tubes: Shear Flow 202Chapter 7 Equilibrium of Beams 2077.1 Introduction 2077.2 Shear and Moment in Beams 2097.3 Graphical Method for Constructing Shear and Moment Diagrams 2217.4 Discontinuity Functions to Represent Load, Shear, and Moment 242Chapter 8 Bending 2558.1 Introduction 2558.2 Flexural Strains 2578.3 Normal Stresses in Beams 2588.4 Analysis of Bending Stresses in Beams 2738.5 Introductory Beam Design for Strength 2868.6 Flexural Stresses in Beams of Two Materials 2918.7 Bending Due to Eccentric Axial Load 3058.8 Unsymmetric Bending 3158.9 Stress Concentrations Under Flexural Loadings 324Chapter 9 Shear Stress in Beams 3299.1 Introduction 3299.2 Resultant Forces Produced by Bending Stresses 3299.3 The Shear Stress Formula 3379.4 The First Moment of Area Q 3419.5 Shear Stresses in Beams of Rectangular Cross Section 3439.6 Shear Stresses in Beams of Circular Cross Section 3509.7 Shear Stresses in Webs of Flanged Beams 3509.8 Shear Flow in Built-Up Members 361Chapter 10 Beam Deflections 37510.1 Introduction 37510.2 Moment-Curvature Relationship 37610.3 The Differential Equation of the Elastic Curve 37610.4 Deflections by Integration of a Moment Equation 38010.5 Deflections by Integration of Shear-Force or Load Equations 39510.6 Deflections Using Discontinuity Functions 39910.7 Method of Superposition 409Chapter 11 Statically Indeterminate Beams 43511.1 Introduction 43511.2 Types of Statically Indeterminate Beams 43511.3 The Integration Method 43711.4 Use of Discontinuity Functions for Statically Indeterminate Beams 44411.5 The Superposition Method 452Chapter 12 Stress Transformations 46912.1 Introduction 46912.2 Stress at a General Point in an Arbitrarily Loaded Body 47012.3 Equilibrium of the Stress Element 47212.4 Two-Dimensional or Plane Stress 47312.5 Generating the Stress Element 47312.6 Equilibrium Method for Plane Stress Transformations 47912.7 General Equations of Plane Stress Transformation 48212.8 Principal Stresses and Maximum Shear Stress 49012.9 Presentation of Stress Transformation Results 49712.10 Mohr's Circle for Plane Stress 50512.11 General State of Stress at a Point 524Chapter 13 Strain Transformations 53113.1 Introduction 53113.2 Two-Dimensional or Plane Strain 53213.3 Transformation Equations for Plane Strain 53313.4 Principal Strains and Maximum Shearing Strain 53813.5 Presentation of Strain Transformation Results 54013.6 Mohr's Circle for Plane Strain 54313.7 Strain Measurement and Strain Rosettes 54713.8 Generalized Hooke's Law for Isotropic Materials 553Chapter 14 Thin-Walled Pressure Vessels 56714.1 Introduction 56714.2 Spherical Pressure Vessels 56814.3 Cylindrical Pressure Vessels 57014.4 Strains in Pressure Vessels 573Chapter 15 Combined Loads 58115.1 Introduction 58115.2 Combined Axial and Torsional Loads 58115.3 Principal Stresses in a Flexural Member 58715.4 General Combined Loadings 60115.5 Theories of Failure 626Chapter 16 Columns 63916.1 Introduction 63916.2 Buckling of Pin-Ended Columns 64216.3 The Effect of End Conditions on Column Buckling 65416.4 The Secant Formula 66516.5 Empirical Column Formulas---Centric Loading 67216.6 Eccentrically Loaded Columns 684Appendix A Geometric Properties of an Area 695A.1 Centroid of an Area 695A.2 Moment of Inertia for an Area 699A.3 Product of Inertia for an Area 704A.4 Principal Moments of Inertia 707A.5 Mohr's Circle for Principal Moments of Inertia 711Appendix B Geometric Properties of Structural Steel Shapes 715Appendix C Table of Beam Slopes and Deflections 729Appendix D Average Properties of Selected Materials 733Answers to Odd Numbered Problems 737Index 761
