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 mailto [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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