Ünal, AlptuğDoğan, Gamze2024-11-192024-11-192022https://hdl.handle.net/20.500.13091/6641The use of special concretes in reinforced concrete structural elements in critical sections provides many advantages. It is possible to improve the sections by using alternative ultra-performance concretes, especially in cases where improvement in parameters such as strength and deformation capacity is desired. In this study, beam samples produced with SIFCON (Slurry Infiltrated Fiber Concrete) concrete with high steel fiber ratio (10 %) and traditional concrete were compared. The beam samples were subjected to the bending test and the results were interpreted. The strength and deformation capacity of the sample produced with SIFCON were found to be higher. In addition, the deformation forms formed were also different between traditional and SIFCON beam samples.eninfo:eu-repo/semantics/openAccessTraditional ConcreteSIFCONConcrete BeamExperimental StudyConference Object