Elementary mechanics of solids /

Elementary Mechanics of Solids.

Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Benham, P. P. (Peter Philip), 1927- (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Oxford : Pergamon Press, 1965.
Edición:1st ed.
Colección:Commonwealth and international library. Structure and solid body mechanics.
Temas:
Mechanics, Applied.
Strength of materials.
M�ecanique appliqu�ee.
R�esistance des mat�eriaux.
strength of materials.
TECHNOLOGY & ENGINEERING > Engineering (General)
TECHNOLOGY & ENGINEERING > Reference.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Front Cover; Elementary Mechanics of Solids; Copyright Page; Table of Contents; Preface; CHAPTER1. CONCEPTS OF FORCE AND STRESS; 1.1. Introduction; 1.2. Statically Determinate Problems; 1.3. Force and Moment; 1.4. Equilibrium; 1.5. Stress; 1.6. Statically Determinate Stress Systems; 1.7. Principle of Superposition: Forces and Stresses in a Statically Determinate System; Examples; CHAPTER2. CONCEPTS OF DEFORMATION AND STRAIN; 2.1. Introduction; 2.2. Deformation; 2.3. Strain; 2.4. ElasticLoad-Deformation Behaviour of Materials; 2.5. ElasticStress-Strain Behaviour of Materials
  • 2.6. PlasticStress-Strain Behaviour of Materials2.7. Solution of Some Statically Indeterminate Problems; 2.8. GeneralStress-Strain Relationships; 2.9. Material Under Constraint; 2.10. Strains in a Statically Determinate Problem; 2.11. Volume Changes; Examples; CHAPTER3. ANALYSIS OF STRESS AND STRAIN; 3.1. Introduction; 3.2. Plane Stress; 3.3. Stress Components on any Plane in Terms of Coordinate Stresses; 3.4. Mohr's Circle for Stress; 3.5. Strain Components in Any Direction in Terms of Coordinate Strains; 3.6. Mohr's Circle for Strain; 3.7. Strain Rosettes
  • 3.8. Relationships Between the Elastic Constants3.9. Further Two-dimensionalStress-Strain Relationships; 3.10. Strain Energy; 3.11. Maximum Stress Due to Suddenly Applied Load; 3.12. Maximum Stress Due to Impact; 3.13. Strain Energy in Three-dimensional Stress System; 3.14. Strain Energy Owing to Distortion orShear; 3.15. Criteria for Yielding Under Complex Stress; 3.16. Failure of Brittle Materials; Examples; CHAPTER4. THEORY OF BENDING; 4.1. Introduction; 4.2. Forms of Loading and Support; 4.3. Shear Force and Bending Moment; 4.4. Load, Shear and Moment Equilibrium Relationships
  • 4.5. Stresses and Deformations in Pure Bending4.6. Transverse Deformation of a Beam Cross Section; 4.7. Stresses in Symmetrical Beams Under General Loading Conditions; 4.8. Bending and Shear Stresses in I-section Beams; 4.9. Unsymmetrical Pure Bending; 4.10. Shear Stress in Thin-walled Open Sections; Shear Centre; 4.11. Principal Stresses and Yield Criteria in Bending; 4.12. Combined Bending and Direct Stress; 4.13. Composite Beams; 4.14. Curved Bars; Examples; CHAPTER5. DEFLECTIONS DUE TO BENDING; 5.1. Introduction; 5.2. Curvature, Slope and Deflection Relationships
  • 5.3. Discontinuous Loading: Macaulay's Method5.4. Deflections by Geometry of Deformation; 5.5. Deflection of Beams Due to Shear Force; 5.6. Strain Energy Solution for Beam Deflection; 5.7. Application of Castigliano's Theorem(Part II) to Beams; 5.8. Deflection of Slender Curved Bars; 5.9. Deflections in a Statically Indeterminate Problem: A Slender Ring; Examples; CHAPTER6. ELEMENTARY THEORY OF TORSION; 6.1. Introduction; 6.2. Pure Torsion of a Thin-walled Circular Tube; 6.3. Pure Torsion of a Solid Circular Shaft; 6.4. Hollow Circular Shafts

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