Reference : Numerical Investigation of Steel-LVL Timber Composite Beams
Scientific congresses, symposiums and conference proceedings : Paper published in a book
Engineering, computing & technology : Civil engineering
Physics and Materials Science
http://hdl.handle.net/10993/50374
Numerical Investigation of Steel-LVL Timber Composite Beams
English
Romero, Alfredo mailto [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) > ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit]
Yang, Jie mailto [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
Hanus, François mailto []
Odenbreit, Christoph mailto [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) > ; University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit]
25-Nov-2021
Proceedings of the XII Steel and Composite Construction Conference
Yes
No
International
978-989-99251-9-9
XII Steel and Composite Construction Conference
from 25-11-2020 to 26-11-2020
CMM - Associação Portuguesa de Construção Metálica e Mista
Coimbra
Portugal
[en] shear connnection ; demountable ; deconstruction ; steel-timber composite ; LVL ; composite beam ; steel-timber ; bolted connection ; laminated veneer lumber ; steel to timber connection ; composite floor ; circular economy
[en] In the last years, new connectors of steel-concrete composite flooring systems have been developed and investigated to enhance the circularity and standardisation of building components. Recent studies showed that timber can be used as an alternative to the concrete slab in hybrid structures. However, the knowledge in steel-timber composite flooring systems is still very limited. This contribution presents numerical investigations of steel-LVL timber composite beams. The load deformation behaviour was determined through 3D finite element models. The design resistance of the composite beams was estimated analytically through a strain-controlled approach. The results of this study show that the resistances obtained in the numerical models and the strain-controlled approach are in good agreement. Moreover, obtained deflections and slip values were given at ultimate load.
University of Luxembourg: ArcelorMittal Chair of Steel Construction
Prefalux ; ArcelorMittal ; Fonds National de la Recherche - FNR
Prefa-SeTi: Steel-Timber Composite Beams
Researchers ; Professionals ; Students ; General public
http://hdl.handle.net/10993/50374

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