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Stresses in layered shells of revolution /
Shell structures are key components in a very wide range of engineering enterprises. The theory of layered shells of revolution under the quasistatic action of loading and temperature is the subject of this book. The shells treated here are in general of an asymmetric sandwich structure. A linear th...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Checo |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1989.
|
| Colección: | Developments in civil engineering ;
v. 24. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 050 | 4 | |a TA660.S5 |b K6713 1989 | |
| 082 | 0 | 4 | |a 624.1/7762 |2 19 |
| 100 | 1 | |a Kova�r�ik, V�aclav. | |
| 240 | 1 | 0 | |a V�alcov�e sko�repiny vrstevnat�e struktury. |l English |
| 245 | 1 | 0 | |a Stresses in layered shells of revolution / |c V�aclav Kova�r�ik. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 1989. | ||
| 300 | |a 1 online resource (442 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 Developments in civil engineering ; |v vol. 24 | |
| 504 | |a Includes bibliographical references (pages 429-434). | ||
| 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 | |
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Stresses in Layered Shells of Revolution; Copyright Page; Table of Contents; Preface; Introduction; Notation employed; Chapter I. Basic terms, relations and assumptions of the theory of elastic orthotropic shells; 1 Some terms; 2 General relationships of the theory of elastic orthotropic shells; 3 Specific concepts of the theory of layered shells; 4 Basic theory of sandwich shells; 5 On possible formulations of simplified theories. Some limit processes; Chapter II. Membrane theory of layered shells; 6 Introductory remarks and working hypotheses; 7 Cylindrical shells | |
| 505 | 8 | |a 8 Spherical shells9 Conical shells; 10 Thermoelastic membrane stresses; 11 Applicability of the membrane theory; Chapter III. Axisymmetric problems of the bending theory of elastic layered cylindrical shells; 12 Introductory remarks and basic assumptions; 13 Formulation and general solution of the problem; 14 Limit processes for other types of fundamental systems; 15 Derivatives of the members of fundamental systems; 16 On the possibility of separating the membrane and bending states of stress; 17 Generalized membrane state of stress; 18 Boundary disturbances in long shells | |
| 505 | 8 | |a 19 Boundary disturbances in short shells20 Thermoelastic stresses in shells with temperature dependent moduli E = E(T), G = G(T); Chapter IV. General loading of elastic layered cylindrical shells; 21 Introductory remarks and basic relations; 22 Formulation of the problem; 23 General solution of the problem; 24 Axisymmetric part of the solution; 25 Asymmetric part of the solution; 26 Final solution for the given shell; Chapter V. Viscoelastic structures; 27 Introduction and notation; 28 Hereditary theory; 29 General formulation of the viscoelastic problem | |
| 505 | 8 | |a 30 On the possibility of separating variables31 Elastic-viscoelastic analogy for homogeneous structures; 32 Constructions of layered structure; Chapter VI. Complementary chapters; 33 Fourier series; 34 Simple rheological materials (bodies); 35 Schwartz distribution theory; References; Author index; Subject index | |
| 520 | |a Shell structures are key components in a very wide range of engineering enterprises. The theory of layered shells of revolution under the quasistatic action of loading and temperature is the subject of this book. The shells treated here are in general of an asymmetric sandwich structure. A linear theory is developed which allows for a transition to shells with less layers, that is two-layered and homogeneous structures. The first half of the book is concerned with orthotropic elastic shells. In particular, it includes the membrane theory of cylindrical, spherical and conical shells, and the ben. | ||
| 650 | 0 | |a Shells (Engineering) | |
| 650 | 0 | |a Sandwich construction. | |
| 650 | 6 | |a Coques (Ing�enierie) |0 (CaQQLa)201-0002780 | |
| 650 | 6 | |a Construction sandwich. |0 (CaQQLa)201-0039050 | |
| 650 | 7 | |a shell structures. |2 aat |0 (CStmoGRI)aat300001276 | |
| 650 | 7 | |a Sandwich construction |2 fast |0 (OCoLC)fst01104954 | |
| 650 | 7 | |a Shells (Engineering) |2 fast |0 (OCoLC)fst01115734 | |
| 650 | 7 | |a Coques (ing�enierie) |2 ram | |
| 650 | 7 | |a Efforts et d�eformations (m�ecanique) |2 ram | |
| 653 | |a Structures |a Thin shells of revolution |a Analysis |a Finite element methods | ||
| 776 | 0 | 8 | |i Print version: |a Kova�r�ik, V�aclav. |s V�alcov�e sko�repiny vrstevnat�e struktury. English. |t Stresses in layered shells of revolution. |d Amsterdam ; New York : Elsevier, 1989 |w (DLC) 88024610 |w (OCoLC)18464531 |
| 830 | 0 | |a Developments in civil engineering ; |v v. 24. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444988935 |z Texto completo |