Review article

The urgency of carrying out experimental investigations of fiber reinforced concrete members under biaxial bending is attributable to the extensive use of complex-deformed members, as well as the lack of solution of the task in the scientific literature. In the course of experimental investigations under biaxial bending, there were tested fiber reinforced concrete beams which had been reinforced with FSV-A-0,30/30 grade steel fiber, with regular reinforcement made of low-carbon steel and high-strength reinforcing bars without pre-stressing. The article presents the investigation results compared with the data of the theoretical calculation, as well as a comparison analysis of these results with data on the test reinforced concrete samples.