Structural mechanics of anti-sandwiches : an introduction /
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| Author / Creator: | Assmus, Marcus, author. |
|---|---|
| Imprint: | Cham, Switzerland : Springer, [2019] |
| Description: | 1 online resource (ix, 127 pages) : illustrations. |
| Language: | English |
| Series: | Springer briefs in applied sciences and technology, 2191-5318 Springer briefs in continuum mechanics, 2625-1337 SpringerBriefs in applied sciences and technology. Continuum mechanics. |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11761237 |
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| 100 | 1 | |a Assmus, Marcus, |e author. | |
| 245 | 1 | 0 | |a Structural mechanics of anti-sandwiches : |b an introduction / |c Marcus Aßmus. |
| 264 | 1 | |a Cham, Switzerland : |b Springer, |c [2019] | |
| 300 | |a 1 online resource (ix, 127 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 | ||
| 347 | |a text file |b PDF |2 rda | ||
| 490 | 1 | |a Springer briefs in applied sciences and technology, |x 2191-5318 | |
| 490 | 1 | |a Springer briefs in continuum mechanics, |x 2625-1337 | |
| 504 | |a Includes bibliographical references. | ||
| 588 | |a Online resource; title from PDF title page (EBSCO, viewed December 12, 2018). | ||
| 505 | 0 | |a Introduction -- Theory of Planar Surface Continua -- Multilayered Surface Continua -- Variational Formulation -- Finite Element Implementation -- Convergence and Verifictaion -- Application -- Summary and Outlook. | |
| 520 | |a This book provides an extensive introduction to the mechanics of anti-sandwiches: non-classical composites with multiple homogeneous layers but widely differing parameters concerning their geometry and materials. Therefore, they require special attention in the context of structural mechanics. The theoretical framework presented here is based on a five parametric, planar continuum, which is a pragmatic version of the COSSERAT shell. The direct approach used here is enlarged where constraints are introduced to couple layers and furnish a layer-wise theory. Restrictions are made in terms of linearity - geometrical and physical. After having defined appropriate variables for the kinematics and kinetics, linear elastic material behaviour is considered, where the constitutive tensors are introduced in the context of isotropy. The basics are presented in a clear and distinct manner using index-free tensor notation. This format is simple, concise, and practical. Closed-form solutions of such boundary value problems are usually associated with serious limitations on the boundary conditions, which constitutes a serious disadvantage. To construct approximate solutions, a variational method is employed as the basis for computational procedures where the Finite Element Method is applied. Therefore, the introduction of the vector-matrix notation is convenient. Based on the plane considerations, a finite eight-node SERENDIPITY element with enlarged degrees of freedom is realised. To avoid artificial stiffening effects, various integration types are applied, and the solutions generated are subsequently verified with closed-form solutions for monolithic limiting cases. Within this setting, it is possible to efficiently calculate the global structural behaviour of Anti-Sandwiches, at least up to a certain degree. The power of the proposed method in combination with the numerical solution approach is demonstrated for several case and parameter studies. In this regard, the optimal geometrical and material parameters to increase stiffness are analysed and the results for the kinematic and kinetic quantities are discussed. . | ||
| 650 | 0 | |a Structural analysis (Engineering) |0 http://id.loc.gov/authorities/subjects/sh85129216 | |
| 650 | 0 | |a Sandwich construction. |0 http://id.loc.gov/authorities/subjects/sh85117250 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING / Civil / General. |2 bisacsh | |
| 650 | 7 | |a Sandwich construction. |2 fast |0 (OCoLC)fst01104954 | |
| 650 | 7 | |a Structural analysis (Engineering) |2 fast |0 (OCoLC)fst01135602 | |
| 655 | 4 | |a Electronic books. | |
| 776 | 0 | 8 | |c Original |z 3030043533 |z 9783030043537 |w (OCoLC)1057629206 |
| 830 | 0 | |a SpringerBriefs in applied sciences and technology. |p Continuum mechanics. | |
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| 928 | |t Library of Congress classification |a TA646 |l Online |c UC-FullText |u https://link.springer.com/10.1007/978-3-030-04354-4 |z Springer Nature |g ebooks |i 12558774 | ||