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Thin-walled structures with structural imperfections : analysis and behavior /
Thin-walled structures are designed with advanced numerical analysis techniques and constructed using sophisticated fabrication processes. There are, however, a number of factors that may result in a structure that is not exactly coincident with what was considered during the design calculations. Th...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | eBook |
| Idioma: | Inglés |
| Publicado: |
[Tarrytown, N.Y.] :
Pergamon,
�1996.
|
| Edición: | 1st ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 008 | 070802s1996 nyua ob 001 0 eng d | ||
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| 020 | |a 9780080542966 |q (electronic bk.) | ||
| 020 | |a 0080542964 |q (electronic bk.) | ||
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| 072 | 7 | |a TEC |x 063000 |2 bisacsh | |
| 082 | 0 | 4 | |a 624.1/71 |2 22 |
| 100 | 1 | |a Godoy, Luis A. |q (Luis Augusto) | |
| 245 | 1 | 0 | |a Thin-walled structures with structural imperfections : |b analysis and behavior / |c by Luis A. Godoy. |
| 250 | |a 1st ed. | ||
| 260 | |a [Tarrytown, N.Y.] : |b Pergamon, |c �1996. | ||
| 300 | |a 1 online resource (xxi, 409 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a computer disc |b cd |2 rdacarrier | ||
| 520 | |a Thin-walled structures are designed with advanced numerical analysis techniques and constructed using sophisticated fabrication processes. There are, however, a number of factors that may result in a structure that is not exactly coincident with what was considered during the design calculations. These features may be associated with changes in the properties of the structure, in the geometry, and many others. But even small changes in the structure may sometimes produce significant changes in the response. The present work is intended to introduce professionals and researchers to the effects of imperfections on the stresses in thin-walled structures. The main idea behind the presentation is that small imperfections may introduce changes in the stresses that are nearly equal to the stresses due to the loads. The book is organized into two main parts. The first part (Chapters 1 to 6) covers the techniques for analyzing imperfections. In the second part the emphasis is on applications, which at present may be found scattered throughout many scientific and professional journals. More practical aspects of imperfections may be found in Chapter 12. It is assumed that the reader is familiar with finite element techniques, and with the basics of shell structures. | ||
| 505 | 0 | |a Introduction. Section headings: Single-Degree-of Freedom Systems with Imperfections. Imperfections in Intrinsic Parameters. Systems with Geometrical Imperfections. Systems with Interacting Imperfections. Non-linear Analysis of Imperfect Structures. Plates and Plate Assemblies with Imperfections. Imperfect Shallow Shells. Imperfect Spherical Shells. Cylindrical Shells with Imperfections. Imperfect Hyperboloids of Revolution. Imperfections in Practice. Closure. Basics of Perturbation Techniques. Shell Equations. | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 650 | 0 | |a Thin-walled structures. | |
| 650 | 0 | |a Structural analysis (Engineering) | |
| 650 | 6 | |a Structures �a parois minces. |0 (CaQQLa)201-0135882 | |
| 650 | 6 | |a Th�eorie des constructions. |0 (CaQQLa)201-0015598 | |
| 650 | 7 | |a structural analysis. |2 aat |0 (CStmoGRI)aat300056397 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Structural analysis (Engineering) |2 fast |0 (OCoLC)fst01135602 | |
| 650 | 7 | |a Thin-walled structures |2 fast |0 (OCoLC)fst01150059 | |
| 776 | 0 | 8 | |i Print version: |a Godoy, Luis A. (Luis Augusto). |t Thin-walled structures with structural imperfections. |b 1st ed. |d [Tarrytown, N.Y.] : Pergamon, �1996 |z 0080422667 |z 9780080422664 |w (DLC) 95053855 |w (OCoLC)34046398 |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780080422664 |z Texto completo |