Numerical and Experimental Analysis of a Shear Connection Made Using a Top-Hat Profile
| Autor(en): |
Paweł Helbrych
(Czestochowa University of Technology, Faculty of Civil Engineering, Akademicka st 3, 42-218 Częstochowa , Poland)
Maciej Major (Czestochowa University of Technology, Faculty of Civil Engineering, Akademicka st 3, 42-218 Częstochowa , Poland) Jacek Nawrot (Czestochowa University of Technology, Faculty of Civil Engineering, Akademicka st 3, 42-218 Częstochowa , Poland) |
|---|---|
| Medium: | Fachartikel |
| Sprache(n): | Englisch |
| Veröffentlicht in: | Civil and Environmental Engineering Reports, September 2017, n. 3, v. 26 |
| Seite(n): | 69-78 |
| DOI: | 10.1515/ceer-2017-0036 |
| Abstrakt: |
The paper proposed a numerical model of a shear connection between a reinforced concrete slab and a steel shape. The connection was made using a top-hat profile. A method for conducting experimental research on shear connections in the composite structures was presented. Geometric dimensions and material parameters of the analysed model of connection, on which the experimental research was conducted, were noted. The results of the conducted experimental research were compared to the results of the numerical analysis performed using ANSYS software. displecement curves were analysed for both cases and any correlation between experimental and numerical results was noted. |
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