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Engineering plasticity /
Engineering Plasticity deals with certain features of the theory of plasticity that can be applied to engineering design. Topics covered range from specification of an ideal plastic material to the behavior of structures made of idealized elastic-plastic material, theorems of plastic theory, and rot...
| Clasificación: | Libro Electrónico |
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| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Pergamon Press,
[1969]
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| Edición: | First edition]. |
| Colección: | Commonwealth and international library. Structures and solid body mechanics division.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Engineering Plasticity; Copyright Page; Dedication; Table of Contents; Preface; Chapter I. Introduction; 1.1. Metals and structural engineering; 1.2. A microscopic view; 1.3. The theory of plasticity; 1.4. The nature of physical theories; 1.5. The conceptual simplicity and power of plastic theory; 1.6. Uniqueness, indeterminacy and freedom; 1.7. Shortcomings; Chapter II. Specification of an Ideal Plastic Material; 2.1. Observations on a tension test; 2.2. Behaviour of metals on the atomic scale; 2.3. Tension and compression tests; 2.4. Instability in the tension test.
- 2.5. Materials with upper and lower yield points2.6. The Bauschinger effect; 2.7. The yield locus; 2.8. Yield surface for three-dimensional stress; 2.9. Symmetry of the C-curve; 2.10. The Tresca yield condition; 2.11. Plastic deformation; 2.12. The ""normality"" rule; 2.13. The Mises yield condition and associated flow rule; 2.14. Tresca or Mises yield condition?; 2.15. The experiments of Taylor and Quinney; 2.16. Correlation between tension and shear tests; 2.17. Perfectly plastic material; Chapter III. Features of the Behaviour of Structures made of Idealised Elastic-plastic Material.
- 4.8. Corollaries of the bound theorems4.9. Problems solved in terms of stress resultants; Chapter V. Rotating Discs; 5.1. The rotating hoop; 5.2. The flat disc with no central hole; 5.3. A physical interpretation; 5.4. Discs with central holes; 5.5. Mechanisms of collapse; 5.6. Discs with edge loading; 5.7. Analysis of mass; 5.8. Discs of variable thickness; 5.9. Reinforcement of central holes; Chapter VI. Torsion; 6.1. Torsion of thin-walled tubes of arbitrary cross-section; 6.2. Lower-bound analysis of thick-walled tubes and solid cross-sections; 6.3. The sand-hill analogy.