Reference : Tragverhalten von CoSFB-Dübeln
Scientific journals : Article
Engineering, computing & technology : Civil engineering
Physics and Materials Science
http://hdl.handle.net/10993/40631
Tragverhalten von CoSFB-Dübeln
German
[en] Load-bearing behaviour of CoSFB-Dowels
Braun, Matthias [Spannverbund S.A.]
Obiala, Renata [AreclorMittal]
Schäfer, Markus mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Kuhlmann, Ulrike [University of Stuttgart > > > Professor]
Reif, Ferdinand [Spannverbund S.A.]
Odenbreit, Christoph mailto [University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit >]
Jul-2019
Stahlbau
Wiley-Blackwell
88(2019)
Heft 7
Yes
0038-9145
1437-1049
United States
[en] Slim-Floor; ; CoSFB ; concrete dowel
[en] Slim-floor or shallow floor construction is characterized by the integration of a steel beam into a slab. The activation of a composite action between the steel section and the concrete slab leads to a significant increase of the bending capacity and the stiffness of the beam, allowing for larger beam spans. This
paper presents a fundamentally new method for assessing the load-bearing capacity of CoSFB-Dowels, which ensures a composite action of a composite slim-floor beam (CoSFB). Based on detailed analysis of push-out tests, extensive numerical simulations were performed in order to identify the contribution of
various parameters on the load-bearing capacity. Finally, an analytical formulation of the load-bearing capacity is presented, which has been derived by applying a simple second order plasticity approach.
Researchers ; Professionals ; Students
http://hdl.handle.net/10993/40631
10.1002/stab.201900036
https://onlinelibrary-wiley-com.proxy.bnl.lu/toc/14371049/2019/88/7

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