Bending Investigation of High Capacity Reinforced Concrete Beams

It is known that cement possesses the property of adhesion and is a substance that can fuse with other materials to solidify and get stiffen even independently. During ancient times, the binders used were of conventional type, such as sugarcane byproduct, silica dust, residual ash, to name a few. In the present world, cement is the main folder material. Aggregate generally represents 75% to 85% of the volume of concrete and this mainly consists of fine aggregate and coarse aggregate, though it is generally considered inert filler, which has little impact on the properties of the finished concrete. The proposed work is primarily aimed at improving the strength and durability properties of cement while maintaining the ecological balance. Therefore, utilizing the fact that when factory made derivatives such as silica dust, residual ash, and furnace steel residue derivatives are being used to fabricate an exclusive mixture of concrete mixes, for the early fabrication of high-capacity concrete, the percent rate of substitution is ideal for dual and ternary mixes. In addition to binary and ternary combinations to find out the bending properties of high capacity reinforced concrete beams, it can also be used with supplied factory made derivatives. The proposed research work utilizes the aforementioned ingredients that supply methodical and monetary payback, along with enhancing the strength and durability characteristics of concrete. The results seem to be very encouraging in case of SFC1, RAC1 and SSAC1 with 4.68, 1.53 and 13.68 % outperforming the other CC blends.