“…It has been observed in previous studies [31][32][33][34][35]37,45] that L(0, 1) is a surface sensitive mode which is sensitive to surface modifications in the reinforcing bars due to corrosion and picks up the initial delamination of the reinforcing bar from the surrounding concrete. Similarly, L(0, 7) mode is a core sensitive mode which could pick up another major effect of chloride corrosion, pitting in the bar.…”