• p.sanath kumar
• m.praveen kumar

In present study, the experimental work is finished by finding the optimum share of the glass fibers furthermore, by testing the specimens for compressive, split durability and flexural strength by considering the varying percentages of fiber content throughout the beam viz.0%, 2%, 4%, 6%and 8%. And neutral axis below varied percentages viz. 0%, 2%, 4%, 6% and 8 % the mechanical properties with the traditional concrete, here the traditional concrete is intended for M30 grade. when finding the optimum content of fiber the load-deflection studies were carried on the concrete beams of standard concrete glass fiber additional concrete and examined the variation of most deflection worth, load initially crack, final load with the half of fiber content from the results the conclusions were created.

split tensile strength, neutral axis, deflection, glass fibre

"study of fiber reinforced concrete beams containing glass fiber at different depths", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.492-500, April-2019, Available :http://www.jetir.org/papers/JETIR1904688.pdf

"study of fiber reinforced concrete beams containing glass fiber at different depths", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp492-500, April-2019, Available at : http://www.jetir.org/papers/JETIR1904688.pdf