| Reference : Behavior of downstand simply supported steel-concrete composite beam applying frictio... |
| Scientific congresses, symposiums and conference proceedings : Paper published in a book | |||
| Engineering, computing & technology : Civil engineering | |||
| Physics and Materials Science | |||
| http://hdl.handle.net/10993/50515 | |||
| Behavior of downstand simply supported steel-concrete composite beam applying friction based demountable shear connection | |
| English | |
Fodor, Jovan  [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >] | |
| Schäfer, Markus [University of Luxembourg > Faculty of Science, Technology and Medicine (FSTM) > Department of Engineering (DoE) >] | |
| Sep-2021 | |
| Volume 4, Issue 2-4 | |
| Special Issue: Proceedings of Eurosteel 2021: Sheffield - Steel's coming home | |
| Burgess, Ian | |
| Wiley Online Library | |
| ce/papers | |
| 809-816 | |
| Yes | |
| Yes | |
| International | |
| Eurosteel 2021: Sheffield | |
| from 01-09-2021 to 03-09-2021 | |
| Sheffield | |
| UK | |
| [en] Composite beam ; demountable shear connector ; friction based shear connector | |
| [en] In order to improve sustainability of composite structures and promote the principles of circular
economy in construction industry, novel demountable shear connector based on the frictional behavior was developed within the framework of Work package 2 of parent project ECON4SD (Eco Construction for Sustainable Development) at the University of Luxembourg. The demountable composite floor system is composed out of modular concrete one-way solid slabs with equidistantly embedded Halfen HTA-CE rail channels, double symmetric steel I section and demountable connector device assembly based on HV high strength structural bolts for preloading that provides the demountable shear connection. In this paper trilinear behavior model is proposed for the force-slip behavior of aforementioned connector device complying to the results of the push test experimental campaign and the results of FEA simulations. Afterwards, parametric study is performed on the range of simply supported composite beams in propped and unpropped condition under uniformly distributed load applying the aforementioned shear connection validating the predictability of the composite beam bending behavior in accordance with the rules of EN 1994-1-1. | |
| European Union, Fonds europen de development regional | |
| ECON4SD | |
| Researchers ; Professionals | |
| http://hdl.handle.net/10993/50515 | |
| 10.1002/cepa.1365 |
| File(s) associated to this reference | ||||||||||||||
|
Fulltext file(s):
| ||||||||||||||
All documents in ORBilu are protected by a user license.
