Issue |
MATEC Web Conf.
Volume 174, 2018
3rd Scientific Conference Environmental Challenges in Civil Engineering (ECCE 2018)
|
|
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Article Number | 04001 | |
Number of page(s) | 8 | |
Section | Innovative Construction Technologies and Exploitation of Buildings and Structures (Including Industrial, Hydrotechnical, Communal, Transportation and Geotechnical), BIM in Civil Engineering, Legal and Organizational Issues of Preparation and Implementation of Construction Projects | |
DOI | https://doi.org/10.1051/matecconf/201817404001 | |
Published online | 26 June 2018 |
Experimental and theoretical investigation of composite truss beams
1
University of Žilina, Faculty of Civil Engineering, Univerzitná 1, 010 26 Žilina, Slovakia
2
Opole University of Technology, Faculty of Civil Engineering & Architecture, Katowicka 48, 45-061 Opole, Poland
* Corresponding author: jan.bujnak@fstav.uniza.sk
The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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