• MKSS KRISHNACHAITANYA
• MKMV RATNAM

Abstract: Fiber Reinforced Concrete (FRC) is defined as a composite material essentially consisting of conventional concrete or mortar reinforced by the random dispersal of short, discontinuous, and discrete fine fibres of specific geometry. Since Biblical times, approximately 3500 years ago, brittle building materials, e.g. clay sun baked bricks, were reinforced with horse-hair, straw and other vegetable fibres. Although reinforcing brittle materials with fibre is an old concept, modern day use of fibre in concrete is only started in the early 1960’s. Realizing the improved properties of the fibre reinforced concrete products, further research and development on Fibre Reinforced Concrete (FRC) has been initiated since the last three decades. This present study concentrates on flexural strength of steel binding wire a fiber reinforced concrete (SFRC) and Jute fiber reinforced concrete, over ordinary concrete. Results show that optimum percentage of 1% for SFRC and 0.5% for JFRC.

Fiber reinforced concrete, Jute fiber reinforced concrete, Steel fiber reinforced concrete,

"A COMPARITIVE STUDY ON FLEXURAL STRENGTH OF STEEL BINDING WIRE AND JUTE FIBERS IN CONCRETE OVER ORDINARY CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.320-325, May-2019, Available :http://www.jetir.org/papers/JETIR1905B46.pdf

"A COMPARITIVE STUDY ON FLEXURAL STRENGTH OF STEEL BINDING WIRE AND JUTE FIBERS IN CONCRETE OVER ORDINARY CONCRETE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp320-325, May-2019, Available at : http://www.jetir.org/papers/JETIR1905B46.pdf