TY - JOUR N2 - This paper presents an experimental analysis of flexural capacity and deformability of structural concrete slabs prepared as composite members consisting of two concrete layers made of reinforced ordinary concrete (N) and fiber reinforced concrete (SFRC). The reinforced concrete composite slabs used in the tests were prepared in the dimensions of 600 x 1200 x 80 mm. The basis was composed of two layers consisting of SFRC, one as the top layer, and one as ordinary concrete. The results of the analysis confirm a significant improvement of structural properties of the composite slab in comparison to the slabs prepared wholly of ordinary concrete. L1 - http://journals.pan.pl/Content/84130/mainfile.pdf L2 - http://journals.pan.pl/Content/84130 PY - 2016 IS - No 3 EP - 188 KW - deflections KW - cracks KW - SFRC KW - composite slabs KW - carrying capacity KW - experimental study A1 - Sadowska-Buraczewska, B. PB - WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES VL - Influence of SFRC layer on deflections and cracks of composite RC slab DA - 30.09.2016 T1 - Wpływ warstwy fibrobetonu na ugięcia i rysy w płytach zespolonych SP - 177 UR - http://journals.pan.pl/dlibra/publication/edition/84130 T2 - Archives of Civil Engineering ER -