TY - GEN A1 - Rodacki, Konrad A2 - Kuczyński, Tadeusz - red. PB - Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego N2 - This article discusses the issue of composite timber-glass I-beams, which are an interesting alternative for load-bearing beams of ceilings and roofs. The reasoning behind the use of timber-glass I-beams is the combination of the best features of both materials - this enables the creation of particularly safe beams with regard to structural stability and post-breakage load capacity. N2 - Due to the significant differences between the bonding surfaces of timber and glass, a study on the adhesion of various adhesives to both surfaces is presented at the beginning of the paper. After examination, two adhesives were selected for offering the best performance when used with composite beams. The beams were investigated using a four-point bending test under quasi-static loading. L1 - http://zbc.uz.zgora.pl/Content/62017/DOI_ceer_27_2017_0054+Rodacki.pdf L2 - http://zbc.uz.zgora.pl/Content/62017 KW - timber-glass I-beams KW - polyurethane adhesive KW - innovative composite structures KW - composite structures KW - belka drewniano-szklana KW - belka zespolona KW - klej poliuretanowy KW - konstrukcje zespolone nowej generacji T1 - The load-bearing capacity of timber-glass composite I-beams made with polyurethane adhesives = Nośność belek drewniano-szklanych zespolonych przy udziale klejów poliuretnaowych UR - http://zbc.uz.zgora.pl/dlibra/docmetadata?id=62017 ER -