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Potential and solution conductivity inside stainless steel crevices in a very dilute bulk solution

Soma, Yasutaka   ; Komatsu, Atsushi ; Igarashi, Takahiro  

This study investigates the ion enrichment behavior inside stainless steel crevices in a very dilute solution (water containing 10~ppb Cl$$^{-}$$), under conditions where no localized corrosion occurred. In~situ measurements of the crevice potential ($$E_{mathrm{crev}}$$) and solution conductivity ($$sigma_{mathrm{crev}}$$) were performed and analyzed using a finite element model. In crevices with sufficiently large depth-to-gap ratios ($$d/g$$), an initial decrease in $$E_{mathrm{crev}}$$ increased the potential difference between the crevice interior and the external surface ($$Delta E$$), thereby promoting an increase in $$sigma_{mathrm{crev}}$$ due to chloride accumulation. At later stages, $$E_{mathrm{crev}}$$ increased owing to a decrease in pH and a reduction in the IR drop, causing $$sigma_{mathrm{crev}}$$ to peak and subsequently decrease. Larger $$d/g$$ ratios resulted in lower $$E_{mathrm{crev}}$$ and higher $$sigma_{mathrm{crev}}$$. For the largest $$d/g$$ condition investigated ($$d = 20$$~mm, $$g = 5~mu$$m), $$Delta E$$ and $$sigma_{mathrm{crev}}$$ reached 0.218~V and 195.3~$$mu$$S$$cdot$$cm$$^{-1}$$, respectively, after $$10^{6}$$~s, corresponding to an estimated chloride enrichment factor exceeding $$10^{3}$$. These results indicate that a driving force for chloride enrichment can be sustained for long durations even in passive crevices.

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