Study on Quasi-Static Mechanical Property of SFRSCC

Steel fiber reinforced self-compacting concrete (SFRSCC) inherits the advantages of (SCC) characterized by sound fluidity and self-compaction. Meanwhile, addition steel has enhanced roughness ductility substratum. This paper designs SCC two different strength grades, including C40 C60, conducts SFRSCC quasi-static mechanical property test split tensile test. Uniaxial is carried out through design a dedicated damper to obtain uniaxial relational expressions about eigenvalue content. It discovered from that, for with grade C40, its rises 36% when content increases 0.5% 2%. For in 1% fiber, overall variation trend same as that concrete, but range relatively small. The damage morphology specimens indicates can effectively improve help it fully take energy before being damaged.