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Theory of flexible shells /
Engineers and researchers concerned with the problems of thin-walled structures have a choice of books on shell theory. However, the almost exclusive concern of these books are shells designed for maximum strength and stiffness. Shells which are designed for maximum elastic displacements (flexible s...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York : New York, N.Y., U.S.A. :
North-Holland ; Sole distributors for the U.S.A. and Canada, Elsevier Science Pub. Co.,
�1987.
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| Colección: | North-Holland series in applied mathematics and mechanics ;
v. 28. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Theory of Flexible Shells; Copyright Page; Dedication; Preface; Table of Contents; Chapter 1. Foundations of thin-shell theory; 1. Shell geometry; 2. Deformation of the reference surface; 3. Hypotheses of the theory. Shell deformation; 4. Equilibrium equations; 5. Elastic energy; 6. Constitutive equations; 7. Boundary conditions. Temperature effects; 8. Static-geometric analogy. Novozhilov's equations; 9. The Donnell equations and the membrane model of a shell; Commentary; Chapter 2. Flexible-shell theory; 1. Basic flexible-shell problems; 2. Reissner equations
- 3. Schwerin-Chernina equations4. Governing equations and the model of flexible shell; 5. Semi-momentless equations; 6. Linear and nonlinear approximations; 7. Matrix form of operations with trigonometric series; 8. Trigonometric-series solution; Commentary; Chapter 3. Tubes; 1. Basic problems of tube analysis; 2. Bending of long curved tubes; 3. Noncircular long tubes; 4. Lateral and out-of-plane bending; 5. Torsion; 6. Tubes with given conditions on the edges; 7. Tubes of unrestricted curvature; 8. Nonlinear bending of tubes with given conditions on edges
- 9. Collapse of bent cylinder shells and curved tubes10. Buckling of tubes and torus shells under external pressure; 11. Bourdon tubes; 12. Layered tubes; Chapter 4. Open-section beams; 1. Open circular section; 2. Shallow profiles; 3. Profiles allowing a closed-form solution; 4. Bimetallic strip; Chapter 5. Flexible shells of revolution; 1. Basic problems; 2. Bellows under axial tension and normal pressure; 3. Bellows with edge constraints; 4. Lateral bending and stability of bellows; 5. Torus shell; References; Author Index