Extremely Slender Steel and Composite Deck Slab for Railway Bridges
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Détails bibliographiques
| Auteur(s): |
Josef Fink
Paul Herrmann Lukas Juen |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
| Publié dans: | IABSE Symposium Venice 2010 | ||||
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| Page(s): | 178-179 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2010 | ||||
| DOI: | 10.2749/222137810796024042 | ||||
| Abstrait: |
This paper presents the investigations of the static strength behaviour of an innovative composite sandwich system. It consists of a concrete core sandwiched in between of two steel plates and interconnected by continuous shear connectors. In the course of the research full-scale tests were made to derive simple models for analysis. After explanation of the functionality and characteristics of the composite plate, the evaluated test-results as well as the analytical models will be presented and compared. The main focus is thereby on the determination of stresses and strains in the composite cross section. |
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