| Issue |
E3S Web Conf.
Volume 641, 2025
The 17th International Scientific Conference of Civil and Environmental Engineering for the PhD. Students and Young Scientists – Young Scientist 2025 (YS25)
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|---|---|---|
| Article Number | 01030 | |
| Number of page(s) | 7 | |
| Section | Civil Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202564101030 | |
| Published online | 12 August 2025 | |
Modelling of semi-rigid beam connections in timber-concrete composites
Faculty of Civil Engineering, Institute of Structural Engineering, Technical University of Kosice, Vysokoskolska 4, Kosice, Slovak Republic
* Corresponding author: viktoria.bajzecerova@tuke.sk
Timber-concrete composite elements offer an efficient structural solution by combining the advantages of both materials. This paper focuses on the numerical modelling of semi-rigid connections and presents methods for incorporating them into FEM models using two structural analysis software. The goal is to accurately represent the slip modulus of the shear connection. The findings provide practical recommendations for engineers and designers in selecting appropriate modelling approaches.
© The Authors, published by EDP Sciences, 2025
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.
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