NUMERICAL AND EXPERIMENTAL ANALYSIS OF A SHEAR CONNECTION MADE USING A TOP-HAT PROFILE
Journal Title: Civil and Environmental Engineering Reports - Year 2017, Vol 3, Issue 26
Abstract
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.
Authors and Affiliations
Paweł HELBRYCH, Maciej MAJOR, Jacek NAWROT
Keywords
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