“…As is well known, a chloride-induced pit must be either enriched in chloride, or of a lower pH, or both relative to the bulk solution, in order to sustain continuous propagation of pit [18][19][20][21]23,26]. This mechanism is also suitable for crevice corrosion [27,28]. Because the anodic reaction occurs inside the pit and the supporting cathodic reaction occurs on the passive metal surrounding the pits, the electroneutrality of the pit anolyte necessitates a local accumulation of chloride anions acting as the counter-ion, as a natural consequence of metal cations dissolving within the anolyte [11,19,21,23,29,30].…”