TY - GEN A1 - Sadowski, Grzegorz A1 - Wiliński, Piotr A1 - Halicka, Anna A2 - Kuczyński, Tadeusz - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - This paper presents a comparative analysis of shear resistance in the interface between two concrete parts of concrete composite beam. The construction joint was performed as indented one in accordance with Eurocode 2 and fib Model Code 2010. The numerical calculation results were confronted with the actual results of tests of a composite beam subjected to 4-point bending. The displacement values of tested element were obtained using dial sensors and the digital image correlation method (DIC). The analysis shows that the recommendations of Eurocode 2-1-1 and fib Model Code 2010 do not reflect the actual behavior of concrete composite beam with indented surface. L1 - http://www.zbc.uz.zgora.pl/Content/72714/ceer2021_1_sadowski_analysis.pdf L2 - http://www.zbc.uz.zgora.pl/Content/72714 KW - shear resistance KW - concrete composite beams KW - load bearing capacity analysis KW - odporność na ścinanie KW - żelbetowe belki zespolone KW - analiza nośności T1 - Analysis of the Shear Resistance in the Indented Interface Between Two Concrete Parts of Concrete Composite Beam UR - http://www.zbc.uz.zgora.pl/dlibra/docmetadata?id=72714 ER -