Fig. 24From: Ultimate Capacity of Corroded Statically Indeterminate Reinforced Concrete MembersUncorroded beams: numerical analysis vs. experimental results. a Load vs. mid-deflection, b Mid-span top fiber concrete strain vs- mid-span deflection, c Top reinforcement strain at central support vs. mid-span deflection, d Bottom reinforcement strain at mid-span vs. mid-span deflection.Back to article page