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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.
|
| Colección: | North-Holland series in applied mathematics and mechanics ;
v. 28. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 008 | 100429s1987 ne a ob 000 0 eng d | ||
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| 035 | |a (OCoLC)610251744 |z (OCoLC)1162221344 | ||
| 042 | |a dlr | ||
| 050 | 4 | |a TA660.S5 |b A94 1987 | |
| 082 | 0 | 4 | |a 624.1/7762 |2 19 |
| 100 | 1 | |a Axelrad, E. L. |q (Ernest L.), |d 1927- | |
| 245 | 1 | 0 | |a Theory of flexible shells / |c E.L. Axelrad. |
| 260 | |a Amsterdam ; |a New York : |b North-Holland ; |a New York, N.Y., U.S.A. : |b Sole distributors for the U.S.A. and Canada, Elsevier Science Pub. Co., |c �1987. | ||
| 300 | |a 1 online resource (xvi, 399 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a North Holland series in applied mathematics and mechanics ; |v v. 28 | |
| 504 | |a Includes bibliographical references (pages 385-396). | ||
| 506 | |3 Use copy |f Restrictions unspecified |2 star |5 MiAaHDL | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |5 MiAaHDL | ||
| 538 | |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002. |u http://purl.oclc.org/DLF/benchrepro0212 |5 MiAaHDL | ||
| 583 | 1 | |a digitized |c 2010 |h HathiTrust Digital Library |l committed to preserve |2 pda |5 MiAaHDL | |
| 520 | |a 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 shells) have been used in industry for decades, but are largely ignored in shell-theory books due to tradition and to the wide variety of shapes and problems involved. This book presents the general theory of elastic shells and the deformation inherent in flexibility. For the analysis of stability of the two-dimensionally variable large elastic deformations, a local approach is developed. The specialized theory is then applied to the basic problems of flexible shells - tubes, open-section beams and shells of revolution. The results of parametric studies are presented in numerous graphs. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a 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 | |
| 505 | 8 | |a 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 | |
| 505 | 8 | |a 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 | |
| 546 | |a English. | ||
| 650 | 0 | |a Shells (Engineering) | |
| 650 | 0 | |a Elastic plates and shells. | |
| 650 | 6 | |a Coques (Ing�enierie) |0 (CaQQLa)201-0002780 | |
| 650 | 6 | |a Plaques et coques �elastiques. |0 (CaQQLa)201-0040890 | |
| 650 | 7 | |a shell structures. |2 aat |0 (CStmoGRI)aat300001276 | |
| 650 | 7 | |a Elastic plates and shells. |2 fast |0 (OCoLC)fst00904190 | |
| 650 | 7 | |a Shells (Engineering) |2 fast |0 (OCoLC)fst01115734 | |
| 653 | |a Structures |a Thin shells |a Theories | ||
| 776 | 0 | 8 | |i Print version: |a Axelrad, E.L. (Ernest L.), 1927- |t Theory of flexible shells. |d Amsterdam ; New York : North-Holland ; New York, N.Y., U.S.A. : Sole distributors for the U.S.A. and Canada, Elsevier Science Pub. Co., �1987 |w (DLC) 86011475 |w (OCoLC)13559011 |
| 830 | 0 | |a North-Holland series in applied mathematics and mechanics ; |v v. 28. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444879547 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/00665479 |z Texto completo |