Mechanical behaviour of self compacting concrete with hybrid fibres

Abstract

Research lag on the stainless steel scrap (lathe waste) on the mechanical behaviour of self-compacting concrete was inferred. It is proposed to investigate the mechanical and flexural behaviour of self-compacting concrete completely under IS-10262:2019 (chapter 7: SCC). Here the effective utilization of materials namely steel fibre and lathe waste as an additive, cement is to be partially replaced with Ground Granulated Blast Furnace Slag (GGBS) along with High Range Water Reducers (ether-based superplasticizer) are to be compared with the control specimen of SCC. Adding fibre content to the volume of concrete by replacing 0%, 0.5%, 1.0%, 1.5% and 2.0% of steel fibre and constant replacing of 0.125% of stainless steel scrap with steel fibre and proceeds as a hybrid combination in SCC.