TY - GEN A1 - Lacki, Piotr A1 - Nawrot, Jacek A2 - Kuczyński, Tadeusz - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - The work presents a brief description of VFT-WIB? steel-concrete composite beams, examples of composite dowel shear connection shapes are presented. A steel-concrete bridge girder construction solution for the new shape of composite dowel shear connection was proposed. N2 - The geometric parameters of the steel section web cutting line are given. For the assumed cross-section dimensions, a numerical model of the girder was made. Numerical analysis was performed, the results of which were compared with the results of the analytical calculations. A program of actions aimed at further optimization of the model is presented. L1 - http://www.zbc.uz.zgora.pl/Content/62013/DOI_ceer_27_2017_0050+Lacki-Nawrot.pdf L2 - http://www.zbc.uz.zgora.pl/Content/62013 KW - bridge girder KW - steel-concrete composite beams KW - composite dowels KW - VFT-WIB? beams KW - dźwigar mostowy KW - belki zespolone stalowo-betonowe KW - zespolenie composite dowels KW - belki VFT-WIB? T1 - Numerical analysis of bridge girder with composite dowel shear connection = Analiza numeryczna dźwigara mostowego z zespoleniem typu ?compisite dowels? UR - http://www.zbc.uz.zgora.pl/dlibra/docmetadata?id=62013 ER -