Abstract
The model handles the mechanism of crevice corrosion up to the time of permanent breakdown of the passive film, requiring as input a range of parameters of these the passive current and the critical crevice solution (CCS) have to be determined independently for a given alloy. The model's predictions illustrative the significance of crevice geometry, passive current and CCS on crevice corrosion and show how the very highly concentrated solutions observed in crevices and pits come about. Agreement between observed results and the model's predictions for Type 316 stainless steel crevices are satisfactory.
Cite
CITATION STYLE
Oldfield, J. W., & Sutton, W. H. (1977). CREVICE CORROSION OF STAINLESS STEELS. In EROCOR ’77, Eur Congr on Met Corros, 92nd Event of the Eur Fed of Corros (pp. 239–246). Soc of Chem Ind. https://doi.org/10.3323/jcorr.70.77
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