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
Sustainable Development
http://hdl.handle.net/10993/54136
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) >]
Yang, Jie mailto [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
Hanus, François mailto [ArcelorMittal Global R&D, Luxembourg > Structural Long Products]
Odenbreit, Christoph mailto [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >]
31-Aug-2022
ce/papers
Yes
International
XIII Steel and Composite Construction Conference
from 25-11-2021 to 26-11-2021
[en] circularity ; steel-timber composite flooring systems ; steel-LVL timber composite beams ; numerical models
[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.
FNR, Prefalux, ArcelorMittal
Prefa-SeTi: Steel-timber Composite Beams
Researchers ; Professionals ; Students ; Others
http://hdl.handle.net/10993/54136
10.1002/cepa.1694
The original publication is available at https://onlinelibrary.wiley.com/doi/full/10.1002/cepa.1694
FnR ; FNR15695062 > Alfredo Romero Guzman > Prefa - SeTi > Steel-timber Composite Beams > 01/04/2021 > 31/08/2024 > 2021

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