An Experimental Study of Flexural Strength of Reinforced Concrete Beam Due To Corrosion

Abstract

An Experimental Study of Flexural Strength of Reinforced Concrete Beam Due To Corrosion Naga materials required: cement, fine aggrigates, course aggrigates, reinforsing steel concrete mix design and proportion reinforcement configuration resullts :It is observed that for Control Beams (i.e., Non-Corroded Beams),Peak load taken was maximum compared with 2.5%,5%,7.5%.Deflection observed for Control Beam was less than Corroded Beams. ? For Beams Corroded (i.e,2.5%,5%),the Peak load taken by Beams was less than Non-Corroded Beams, but the Deflection observed for Corroded Beams (2.5%,5%) was more. ? It is observed that for 7.5% Corroded Beams, the Peak load taken by the Beam was less compared with (i.e., 2.5%, 5%), Control Beams and Deflection was also less.