• Keshav Kumar
• Dr. Shubha Agrawal

This experimental investigation is carried out to experimental learn about the different strength traits of concrete with partial alternative of steel fiber with M-25 & M-30 grade concrete. The predominant goal of this investigation work is to enhance the strength parameters i.e slump test compressive strength, split tensile strength and flexural strength of concrete grade M25 & M30 with extraordinary percentage of steel fiber chip 0%, 0.5 %, 1 %, 1.5%, 2% and 2.5% respectively. Compressive strength, break up tensile strength, flexural strength will increase up to 2 % steel fiber chip for M-25 and M-30 grade of concrete. The experimental work is carried out on a total no of 108 specimen of compressive strength, split tensile strength &

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

"Influence of Steel Fibers Chips on the Mechanical Properties of Concrete - An Experimental Investigation", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 11, page no.e473-e479, November-2022, Available :http://www.jetir.org/papers/JETIR2211478.pdf

"Influence of Steel Fibers Chips on the Mechanical Properties of Concrete - An Experimental Investigation", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 11, page no. ppe473-e479, November-2022, Available at : http://www.jetir.org/papers/JETIR2211478.pdf