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 ![]() | |
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 |
File(s) associated to this reference | ||||||||||||||
Fulltext file(s):
| ||||||||||||||
All documents in ORBilu are protected by a user license.