Tangent stiffness in point-loaded elastica arches
| Auteur(s): |
Carlos Lázaro
Salvador Monleón Juan Bessini |
|---|---|
| Médium: | papier de conférence |
| Langue(s): | anglais |
| Conférence: | Interfaces: Architecture, Engineering, Science, Annual Meeting of the International Association of Shell & Spatial Structures (IASS), Hamburg, 25-27 September 2017 |
| Publié dans: | Interfaces: Architecture . Engineering . Science |
| Année: | 2017 |
| Abstrait: | This paper analyses the stiffness of elastica-shaped active arches subject to a point load at the centre. The relation between stiffness and the angle at the ends has been quantified for different slenderness. Compressive axial forces in elastica arches produce a loss of stiffness lower than 10%. |
- Informations
sur cette fiche - Reference-ID
10077769 - Publié(e) le:
20.04.2018 - Modifié(e) le:
05.03.2019
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