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Resistance and deformation of solid media.
Resistance and Deformation of Solid Media is an introduction to the analysis of the resistance and deformation of solid media, specifically when they behave under the application of external loading. The book includes different concepts such as the elastic, plastic, and viscous properties of differe...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
New York :
Pergamon Press,
[1974]
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| Colección: | Pergamon unified engineering series ;
11. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Resistance and Deformation of Solid Media; Copyright Page; Dedication; Table of Contents; About the Author; Preface; Introduction; CONCEPTS AND DEFINITIONS; THE PARTICULATE AND THE CONTINUUM; Chapter 1. Elasticity; 1-1 COULOMB'S LAW; 1-2 ELECTROSTATIC REPULSION; 1-3 SMALL DEFORMATIONS, HOOKE'S LAW; 1-4 STRESS AND STRAIN; 1-5 BULK MODULUS B; 1-6 IONIC CRYSTALS; 1-7 LATERAL CONTRACTION: POISSON'S RATIO; 1-8 BULK MODULUS B AND YOUNG'S MODULUS E; 1-9 ANISOTROPY OF E: THE QUASI-ISOTROPY; 1-10 SHEAR MODULUS G; 1-11 MODULUS OF ELASTICITY AND PERIODIC TABLE.
- 1-12 WORK OF DEFORMATION AND ELASTIC ENERGY1-13 CONCLUDING REMARKS; 1-14 PROBLEMS; Chapter 2. Plasticity; 2-1 PERFECT CRYSTAL; 2-2 DEFECTIVE CRYSTAL: DISLOCATION; 2-3 STRAIN HARDENING; 2-4 MECHANISM OF SLIP IN UNIAXIAL TENSION; 2-5 RELATION BETWEEN SHEAR STRAIN AND AXIAL STRAIN; 2-6 RELATION BETWEEN SHEAR STRESS AND AXIAL STRESS; 2-7 PLASTIC STRESS-STRAIN DIAGRAM; 2-8 ACTUAL STRESS-STRAIN DIAGRAM; 2-9 CONVENTIONAL AND TRUE STRESS; 2-10 WORK OF DEFORMATION; 2-11 THE DISSIPATIVE AND RECOVERABLE COMPONENTS OF WORK OF DEFORMATION; 2-12 CONCLUDING REMARKS; 2-13 PROBLEMS.
- Chapter 3. Viscosity and Creep3-1 LAMINAR FLOW AND NEWTON'S LAW OF VISCOSITY; 3-2 COEFFICIENT OF VISCOSITY; 3-3 POISE AND CENTIPOISE; 3-4 RANGE OF VARIATION; 3-5 EFFECT OF TEMPERATURE; 3-6 COEFFICIENT OF FLUIDITY: KINEMATIC VISCOSITY; 3-7 ILLUSTRATIVE EXAMPLE; 3-8 NON-NEWTONIAN LIQUIDS; 3-9 VISCOELASTICITY; 3-10 STRESS RELAXATION: RELAXATION TIME; 3-11 ILLUSTRATIVE EXAMPLES; 3-12 RECOVERABLE CREEP (Delayed Elasticity); 3-13 PERMANENT CREEP; 3-14 POWER OF DEFORMATION; 3-15 CONCLUDING REMARKS; 3-16 PROBLEMS; Chapter 4. Basic Principles; 4-1 PRINCIPLES OF EQUILIBRIUM OF FORCES AND MOMENTS.
- 4-2 PRINCIPLE OF CONTINUITY OF DEFORMATION4-3 ASSUMPTION OF SMALL DEFORMATIONS; 4-4 PROBLEMS; Chapter 5. Homogeneous State; 5-1 STRESS AT A POINT: MACROSCOPIC APPROACH; 5-2 PRISMATIC BARS UNDER AXIAL LOADING; 5-3 STATICALLY DETERMINATE AND STATICALLY INDETERMINATE STRUCTURES; 5-4 ILLUSTRATION OF A STATICALLY INDETERMINATE STRUCTURE; 5-5 COMPOSITE BARS; 5-6 THERMAL STRESSES IN BARS; 5-7 THIN-WALL PRESSURE VESSELS; 5-8 SPHERICAL PRESSURE VESSELS; 5-9 TORSION OF THIN-WALL TUBES; 5-9 PROBLEMS; Chapter 6. Uniaxial State: Plane Bending; 6-1 PURE BENDING; 6-2 BERNOUILLI'S HYPOTHESIS.
- 6-3 equilibrium of forces and moments6-4 elastic bending; 6-5 viscous bending; 6-6 viscoelastic bending; 6-7 recoverable creep in bending; 6-8 incipient plastic deformation; 6-9 distortion of the cross section: anticlastic surface; 6-10 bending by transverse forces; 6-11 bending by distributed forces; 6-12 illustrative examples; 6-13 beams of variable cross section; 6-14 deflection of beams; 6-15 work of deformation in bending; 6-16 virtual work in bending; 6-17 virtual work and beam deflection; 6-18 virtual work and statically indeterminate beam; 6-19 problems.