TY  - BOOK
AU  - Beer, Ferdinand P.
TI  - Mechanics of materials
SN  - 9780073380285 (alk. paper)
AV  - TA405 .B39 2012
U1  - 620.1123 22
PY  - 2012///
CY  - New York
PB  - McGraw-Hill
KW  - Strength of materials
KW  - Textbooks
N1  - Includes bibliographical references and index; Machine generated contents note; 1; Introduction -- Concept of Stress --; 1.1; Introduction --; 1.2; A Short Review of the Methods of Statics --; 1.3; Stresses in the Members of a Structure --; 1.4; Analysis and Design --; 1.5; Axial Loading; Normal Stress --; 1.6; Shearing Stress --; 1.7; Bearing Stress in Connections --; 1.8; Application to the Analysis and Design of Simple Structures --; 1.9; Method of Problem Solution --; 1.10; Numerical Accuracy --; 1.11; Stress on an Oblique Plane under Axial Loading --; 1.12; Stress under General Loading Conditions; Components of Stress --; 1.13; Design Considerations --; Review and Summary for Chapter 1 --; 2; Stress and Strain -- Axial Loading --; 2.1; Introduction --; 2.2; Normal Strain under Axial Loading --; 2.3; Stress-Strain Diagram --; 2.4; True Stress and True Strain --; 2.5; Hooke's Law; Modulus of Elasticity --; 2.6; Elastic versus Plastic Behavior of a Material --; 2.7; Repeated Loadings; Fatigue; 2.8; Deformations of Members under Axial Loading --; 2.9; Statically Indeterminate Problems --; 2.10; Problems Involving Temperature Changes --; 2.11; Poisson's Ratio --; 2.12; Multiaxial Loading; Generalized Hooke's Law --; 2.13; Dilatation; Bulk Modulus --; 2.14; Shearing Strain --; 2.15; Further Discussion of Deformations under Axial Loading; Relation among E, v, and G --; 2.16; Stress-Strain Relationships for Fiber-Reinforced Composite Materials --; 2.17; Stress and Strain Distribution under Axial Loading; Saint-Venant's Principle --; 2.18; Stress Concentrations --; 2.19; Plastic Deformations --; 2.20; Residual Stresses --; Review and Summary for Chapter 2 --; 3; Torsion --; 3.1; Introduction --; 3.2; Preliminary Discussion of the Stresses in a Shaft --; 3.3; Deformations in a Circular Shaft --; 3.4; Stresses in the Elastic Range --; 3.5; Angle of Twist in the Elastic Range --; 3.6; Statically Indeterminate Shafts --; 3.7; Design of Transmission Shafts --; 3.8; Stress Concentrations in Circular Shafts; 3.9; Plastic Deformations in Circular Shafts --; 3.10; Circular Shafts Made of an Elastoplastic Material --; 3.11; Residual Stresses in Circular Shafts --; 3.12; Torsion of Noncircular Members --; 3.13; Thin-Walled Hollow Shafts --; Review and Summary for Chapter 3 --; 4; Pure Bending --; 4.1; Introduction --; 4.2; Symmetric Member in Pure Bending --; 4.3; Deformations in a Symmetric Member in Pure Bending --; 4.4; Stresses and Deformations in the Elastic Range --; 4.5; Deformations in a Transverse Cross Section --; 4.6; Bending of Members Made of Several Materials --; 4.7; Stress Concentrations --; 4.8; Plastic Deformations --; 4.9; Members Made of an Elastoplastic Material --; 4.10; Plastic Deformations of Members with a Single Plane of Symmetry --; 4.11; Residual Stresses --; 4.12; Eccentric Axial Loading in a Plane of Symmetry --; 4.13; Unsymmetric Bending --; 4.14; General Case of Eccentric Axial Loading --; 4.15; Bending of Curved Members --; Review and Summary for Chapter 4 --; 5; Analysis and Design of Beams for Bending; 5.1; Introduction --; 5.2; Shear and Bending-Moment Diagrams --; 5.3; Relations among Load, Shear, and Bending Moment --; 5.4; Design of Prismatic Beams for Bending --; 5.5; Using Singularity Functions to Determine Shear and Bending Moment in a Beam --; 5.6; Nonprismatic Beams --; Review and Summary for Chapter 5 --; 6; Shearing Stresses In Beams and Thin-Walled Members --; 6.1; Introduction --; 6.2; Shear on the Horizontal Face of a Beam Element --; 6.3; Determination of the Shearing Stresses in a Beam --; 6.4; Shearing Stresses τxy in Common Types of Beams --; 6.5; Further Discussion of the Distribution of Stresses in a Narrow Rectangular Beam --; 6.6; Longitudinal Shear on a Beam Element of Arbitrary Shape --; 6.7; Shearing Stresses in Thin-Walled Members --; 6.8; Plastic Deformations --; 6.9; Unsymmetric Loading of Thin-Walled Members; Shear Center --; Review and Summary For Chapter 6 --; 7; Transformations of Stress and Strain --; 7.1; Introduction --; 7.2; Transformation of Plane Stress --; 7.3; Principal Stresses'. Maximum Shearing Stress; 7.4; Mohr's Circle for Plane Stress --; 7.5; General State of Stress --; 7.6; Application of Mohr's Circle to the Three-Dimensional Analysis of Stress --; 7.7; Yield Criteria for Ductile Materials under Plane Stress --; 7.8; Fracture Criteria for Brittle Materials under Plane Stress --; 7.9; Stresses in Thin-Walled Pressure Vessels --; 7.10; Transformation of Plane Strain --; 7.11; Mohr's Circle for Plane Strain --; 7.12; Three-Dimensional Analysis of Strain --; 7.13; Measurements of Strain; Strain Rosette --; Review and Summary for Chapter 7 --; 8; Principal Stresses under a Given Loading --; 8.1; Introduction --; 8.2; Principal Stresses in a Beam --; 8.3; Design of Transmission Shafts --; 8.4; Stresses under Combined Loadings --; Review and Summary for Chapter 8 --; 9; Deflection of Beams --; 9.1; Introduction --; 9.2; Deformation of a Beam under Transverse Loading --; 9.3; Equation of the Elastic Curve --; 9.4; Direct Determination of the Elastic Curve from the Load Distribution --; 9.5; Statically Indeterminate Beams; 9.6; Using Singularity Functions to Determine the Slope and Deflection of a Beam --; 9.7; Method of Superposition --; 9.8; Application of Superposition to Statically Indeterminate Beams --; 9.9; Moment-Area Theorems --; 9.10; Application to Cantilever Beams and Beams with Symmetric Loadings --; 9.11; Bending-Moment Diagrams by Parts --; 9.12; Application of Moment-Area Theorems to Beams with Unsymmetric Loadings --; 9.13; Maximum Deflection --; 9.14; Use of Moment-Area Theorems with Statically Indeterminate Beams --; Review and Summary for Chapter 9 --; 10; Columns --; 10.1; Introduction --; 10.2; Stability of Structures --; 10.3; Euler's Formula for Pin-Ended Columns --; 10.4; Extension of Euler's Formula to Columns with Other End Conditions --; 10.5; Eccentric Loading; the Secant Formula --; 10.6; Design of Columns under a Centric Load --; 10.7; Design of Columns under an Eccentric Load --; Review and Summary for Chapter 10 --; 11; Energy Methods --; 11.1; Introduction --; 11.2; Strain Energy; 11.3; Strain-Energy Density --; 11.4; Elastic Strain Energy for Normal Stresses --; 11.5; Elastic Strain Energy for Shearing Stresses --; 11.6; Strain Energy for a General State of Stress --; 11.7; Impact Loading --; 11.8; Design for Impact Loads --; 11.9; Work and Energy under a Single Load --; 11.10; Deflection under a Single Load by the Work-Energy Method --; 11.11; Work and Energy under Several Loads --; 11.12; Castigliano's Theorem --; 11.13; Deflections by Castigliano's Theorem --; 11.14; Statically Indeterminate Structures --; Review and Summary for Chapter 11 --; Appendices --; A; Moments of Areas --; B; Typical Properties of Selected Materials Used in Engineering --; C; Properties of Rolled-Steel Shapes --; D; Beam Deflections and Slopes --; E; Fundamentals of Engineering Examination
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