• L.Kokila
• G.Vijayalakshmi

Performance of Conventional concrete is enhanced by the additional of fibers in concrete. Adding a single type of fiber into concrete has limited functions, so many current researches are oriented to the development of hybrid fiber in concrete to obtain better mechanical properties. The main reason for steel and nylon fiber used in concrete matrix is to improve post cracking response of the concrete and to improve energy absorption capacity, ductility and to provide crack resistance and crack control. The introduction of concrete is brought in as a solution to develop concrete with enhanced flexural strength. In this study examines the flexural strength of concrete with two different types of fiber such as steel fiber and nylon fiber with fiber content of 0.75% of steel fiber is kept constant in each mixes and 1%, 2%,3% of nylon fiber was varied in each mixes. The tests are to be carried out with M30 grade and the results are to be compared between conventional concrete to fiber reinforced concrete.

Steel Fiber, Nylon Fiber, Compression Strength, and Flexural Strength.

"Flexural Behaviour of RC beam using Nylon fiberand Steel fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.106-114, May-2019, Available :http://www.jetir.org/papers/JETIR1905315.pdf

"Flexural Behaviour of RC beam using Nylon fiberand Steel fiber", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp106-114, May-2019, Available at : http://www.jetir.org/papers/JETIR1905315.pdf