Behaviour of Hybrid fibre in RC column with basalt and E-glass fibre under axial loading

This paper investigates the behaviour of hybrid fibre, i.e. a combination E glass and basalt added in reinforced concrete column. A total 6 columns were cast with Conventional Concrete (CC) Hybrid Fibre Reinforced (HFRC) to study structural performance The was made cement, manufacturing sand (m-sand), coarse aggregate as major ingredients. In column, 2% Basalt fibre along E-Glass 1% make HFRC. Column tested under universal testing machine static axial load deflectometer placed at sides column measure displacement. axail laterall deformation measured using deflectometer. strain determined recorded data. stiffness respect loads calculated. lateral buckling CC HFRC calculated compared.Both shows similar mode failure application load. experimental results compared theoretical value concluded without added.