In this paper, to study the behaviour of RC beam structures strengthened by using basalt chopped strands fiber concrete.For this research work, Total 8 nos. of beams can be taken.
The fiber is added to the concrete for various proportions of (ie., 0%, 0.5%, 1.0%, 1.5%, 2.0%, 2.5%) concrete mixes. This concrete beams are casted for a grade M-20 as per according to IS- 10262: 2009. After the beams 28- days to immersion the purify water then PH Value is 8. Finally, to determine the Load – Deflection, Ductility performance .This results shows that use of fiber reinforced concrete improve flexural performance of the beams during loading.
R Singaravadivelan, P.Chinnadurai, Dr.KL.Muthuramu and Dr.P.Vincent
2nd International Conference on Chemical, Ecology and Environmental Sciences (ICEES’2013) London (UK)