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 ![]() | |
Kuhlmann, Ulrike [University of Stuttgart > > > Professor] | |
Reif, Ferdinand [Spannverbund S.A.] | |
Odenbreit, Christoph ![]() | |
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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