• Prof. Mohd. Azaz
• Shreyash Zade
• Rutuja Ramelwar
• Aman Shinde
• Ejaz Turak

The value of fibre reinforced concrete (FRC) in different civil engineering applications cannot be overstated. Fibre reinforced concrete has been utilised effectively in a variety of applications, including slabs on grade, architectural panels, precast goods, offshore buildings, seismic structures, thin and thick repairs, crash barriers, footings, hydraulic structures, and many more. Fibre Reinforced Concrete (FRC) is gaining popularity as a viable method of improving the performance of concrete. Fibres are now used in tunnelling, bridge decks, pavements, loading docks, thin unbonded overlays, concrete pads, and concrete slabs. These applications of fibre reinforced concrete are gaining popularity and demonstrating outstanding performance. Fibre reinforced concrete (FRC) is a type of concrete that contains fibrous material to boost structural stability. It is made up of short discrete fibres that are evenly dispersed and orientated randomly. Steel fibres, glass fibres, synthetic fibres, and natural fibres are examples of fibres. The purpose of this study was to compare the strength variation of banyan fibre reinforced concrete at different fibre contents to that of ordinary concrete. The compressive strength of banyan fibre reinforced concrete at various percentages (1 percent by the weight of cement) of fibre was studied.

Fiber Reinforced concrete, Natural fiber, compressive strength,tensile strength

"FIBER REINFORCED CONCRETE USING BANYAN TREE FIBERS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 5, page no.f517-f523, May-2022, Available :http://www.jetir.org/papers/JETIR2205673.pdf

"FIBER REINFORCED CONCRETE USING BANYAN TREE FIBERS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 5, page no. ppf517-f523, May-2022, Available at : http://www.jetir.org/papers/JETIR2205673.pdf