Article (Scientific journals)
Rotation capacity of composite joints for slim-floor beams
Duarte da Costa, Job; Obiala, Renata; Odenbreit, Christoph
2019In Stahlbau, 88 (7), p. 675--684
Peer reviewed
 

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Keywords :
composite joints; rotation capacity; joint stiffness
Abstract :
[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...
Disciplines :
Civil engineering
Author, co-author :
Duarte da Costa, Job
Obiala, Renata
Odenbreit, Christoph ;  University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
External co-authors :
no
Language :
English
Title :
Rotation capacity of composite joints for slim-floor beams
Publication date :
12 July 2019
Journal title :
Stahlbau
Publisher :
Wiley Online Library, Berlin, Germany
Volume :
88
Issue :
7
Pages :
675--684
Peer reviewed :
Peer reviewed
Focus Area :
Physics and Materials Science
Available on ORBilu :
since 13 April 2021

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