ABSTRACT Steel fiber fortified self-compacting concrete (SFRSCC) is a generally ongoing material that joins the advantages of a self-combined material with those got from adding filaments to a bond based material, coming about a composite material that can be utilized in a few auxiliary applications with specialized and monetary preferences, when contrasted with customary fortification arrangements. The present paper condenses the fundamental accomplishments got in research programs did at the Department of Civil Engineering of Minho University, inside the ambit of SFRSCC innovation. The secured themes are: blend plan; fiberpullout; age effect on the pressure and flexural conduct; displaying the monotonic and cyclic pressure conduct; flexural and punching opposition of models and full scale boards; material nonlinear investigation under the system of FEM. The Self Compacting Concrete doesn't require vibration for compaction. It can stream with its own weight, totally rounding formwork and doing full compaction, even within the sight of blocked support. The solidified cement is thick, homogeneous and has the equivalent designing homes and strength as ordinary vibrated concrete. It diminished framework costs as no vibration is required, abbreviated generation time, early quality gain. By including steel filaments, it enhances the elastic parameters. The steel strands (straight) can be successful on miniaturized scale and full scale breaks. In the present paper, the impact of steel filaments with a length of 30mm and distance across of 0.5 mm were utilized in oneself compacting concrete. It decreases the functionality of the solid. Increment the usefulness by including super plasticizer. The solid is trying at a time of 28 days. At 28 days 60% of solidarity will accomplish. In SCC the steel fiber sum is 0.3 %, 0.6 %, 0.9 %, 1.2 % has taken. By expanding the level of steel fiber, the compressive quality and flexure quality will pick up.