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The influence of Nano-Silica on various properties of concrete is obtained by replacing the cement with various percentages of Nano-Silica and natural hybrid fibres. Nano-Silica is used as a partial replacement for cement in the range of 2%, 2.5%, 3%, 3.5%, 4% and hybrid fibre of percentage 0.5%, 1%, 1.5%, 2% and 2.5% for M25 mix. Specimens are casted using Nano-Silica concrete. Laboratory tests were conducted to determine the strength of Nano-Silica concrete at the age of 28 days. Results behaviour. However, the density is reduced compared to standard mix of concrete. The replacement of cement with Nano-Silica results in higher strength and reduction in the permeability than the controlled concrete. The replacement of cement with Nano-Silica more than 3% results in the reduction of various properties of Nano-Silica concrete

EXPERIMENTAL INVESTIGATION OF NATURAL HYBRID FIBRE REINFORCED WITH NANO CONCRETE BEAMS UNDER CYCLIC LOADING