Effect of water-to-binder ratio and fly ash content on the mechanical and deformation properties of bendable concrete

To investigate the effect of water-to-binder ratio and fly ash content on properties bendable concrete, we prepared four samples different strength grades with ratios 0.25 0.30 contents 60% 80%. The effects compressive strength, flexural elastic modulus, fracture toughness, uniaxial tensile deformation were investigated. results show that concrete can be varied by varying content. Water-to-binder showed almost same whereas exhibited a greater modulus. With an increase in initial crack stress decreased ultimate strain increased, but change more significant strain.