| Reference : Rotation capacity of composite joints for slim-floor beams |
| Scientific journals : Article | |||
| Engineering, computing & technology : Civil engineering | |||
| Physics and Materials Science | |||
| http://hdl.handle.net/10993/46774 | |||
| Rotation capacity of composite joints for slim-floor beams | |
| English | |
| Duarte da Costa, Job [> >] | |
| Obiala, Renata [> >] | |
Odenbreit, Christoph  [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit] | |
| 12-Jul-2019 | |
| Stahlbau | |
| Wiley Online Library | |
| 88 | |
| 7 | |
| 675--684 | |
| Yes | |
| International | |
| Berlin | |
| Germany | |
| [en] composite joints ; rotation capacity ; joint stiffness | |
| [en] The analysis of a composite beam-to-column structure requires
knowledge about, on the one hand, the behaviour of beams and columns and, on the other, the joints between such elements. For beam-to-column joints, for example, the lack of appropriate design rules forces structural engineers to model joints as pinned, despite the fact that a certain joint rigidity and bending resistance is available because of the upper reinforced concrete slab. In this context, a research program with experimental and numerical investigations was initiated at the University of Luxembourg [1]. This aim of this research was to identify the influence of two major joint components – the reinforced concrete slab and the steelwork connection – on the behaviour of composite joints under a hogging bending moment. Eight experimental tests were performed on... | |
| Researchers ; Professionals ; Students ; General public | |
| http://hdl.handle.net/10993/46774 | |
| 10.1002/stab.201900033 | |
| https://onlinelibrary.wiley.com/doi/abs/10.1002/stab.201900033 |
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