• Sakshi Acharya
• Pratiksha Malviya
• Vikash Kumar Singh

Abstract The present work describes the experimental investigation of steel fiber chip reinforced concrete with M-30 and M-35 grade of concrete in addition of steel fiber chips with different percentages. To over-come the difficulties due to optimum percentage of steel fiber chip for maximum strength in concrete & high performance concrete. The objective of this investigation work is to investigate the optimum percentage of steel fiber chip on M-30 and M-35 grade concrete and develop a high performance concrete. It is proposed to determine and compare compressive strength, split tensile strength, flexural strength & slump test of concrete grade M-30 and M-35 having different percentage of steel fiber chip (0%, 3%, 6% and 9%). Compressive strength, split tensile strength, flexural strength increases up to 9 % steel fiber chip for M-30, M-35 grade of concrete. The experimental investigation is carried out on a total no of 108 specimens for compressive strength, split tensile strength & flexural strength each

steel fiber chip, compressive strength. Split tensile strength. Slump value

"Experimental Investigation on Steel fiber Chip as Partial Replacement of Coarse Aggregate in High Performance Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 2, page no.26-36, February-2018, Available :http://www.jetir.org/papers/JETIR1802004.pdf

"Experimental Investigation on Steel fiber Chip as Partial Replacement of Coarse Aggregate in High Performance Concrete", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 2, page no. pp26-36, February-2018, Available at : http://www.jetir.org/papers/JETIR1802004.pdf