• Sher Bahadur Budha
• Er. Ravikant Sharma

Fibre reinforced concrete (FRC) is Portland cement concrete reinforced with more or less randomly distributed fibres. In FRC, thousands of small fibres are dispersed and distributed randomly in the concrete during mixing, and thus improve concrete properties in all directions. FRC is cement- based composite material that has been developed in recent years. It has been successfully used in construction with its excellent flexural-tensile strength, resistance to spitting, impact resistance and excellent permeability and frost resistance. It is an effective way to increase toughness, shock resistance and resistance to plastic shrinkage cracking of the mortar. Fibre is a small piece of reinforcing material possessing certain characteristics properties. They can be circular, triangular or flat in cross-section. The fire is often described by a convenient parameter called ―aspect ratio‖. The aspect ratio of the fibre is the ratio of its length to its diameter. The principle reason for incorporating fibres into a cement matrix is to increase the toughness and tensile strength and improve the cracking deformation characteristics of the resultant composite. For FRC to be a viable construction material, it must be able to compete economically with existing reinforcing system

Fibre reinforced concrete, Recron fibre, Compressive strength, workability, Mechanical properties

"COMPARITIVE STUDY ON THE USE OF COIR FIBRE, RECRON FIBRE AND STEEL SLAG IN THE CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 10, page no.1009-1016, October-2020, Available :http://www.jetir.org/papers/JETIR2010135.pdf

"COMPARITIVE STUDY ON THE USE OF COIR FIBRE, RECRON FIBRE AND STEEL SLAG IN THE CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 10, page no. pp1009-1016, October-2020, Available at : http://www.jetir.org/papers/JETIR2010135.pdf