Experimental and analytical evaluation of stress-strain behavior of basalt fibred concrete

The aim of this study is to determine the stress-strain behavior basalt fibred concrete experimentally. Cylinders standard size 150 x 300 mm are cast with and without fibres tested in uni-axial compression under strain control as per IS: 516-1999 understand concrete. After developing empirical equations for curves concrete, theoretical values stresses calculated at different strains based on developed given above plotted. These compared experimental found that, have shown good correlation all mixes.