The main objective of this study is to compare the flexural behavior of beams retrofitted at the tension face with Fiber Reinforced Polymers (FRP) such as Glass Fiber Reinforced Polymer (GFRP), Carbon Fiber Reinforced Polymer (CFRP), with cementitious fibrous composites such as Fiber Reinforced Concrete (FRC) and Slurry Infiltrated Fiber Reinforced Concrete (SIFCON). The tests were conducted on cast-in-place concrete beams in a single-point load bending application. Two batches of beams were considered unreinforced and reinforced with steel reinforcement at the tension face. The study aimed to ...