Abstract: Fiber-reinforced polymer (FRP) strengthening systems are widely accepted in engineering practice as means to enhance the flexural strength of RC members, but resulting in decreased ductility. Brittle failure, i.e., FRP ...

Abstract: Ultrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors ...

Abstract: Ultrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors ...