1982
DOI: 10.1016/0010-938x(82)90053-1
|View full text |Cite
|
Sign up to set email alerts
|

Straining metal electrode as a SCC test. Type 304 stainless steel in MgCl2, CaCl2 and LiCl solutions

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1

Citation Types

0
1
0

Year Published

1982
1982
2016
2016

Publication Types

Select...
3
3

Relationship

0
6

Authors

Journals

citations
Cited by 10 publications
(1 citation statement)
references
References 18 publications
0
1
0
Order By: Relevance
“…48 Local pit environments contain a higher concentration of chloride than the bulk solution due to anion electromigration into the pit to balance the charge associated with increasing metal cation concentration, thus maintaining charge neutrality. Pit growth and repassivation are strong functions of local chloride concentration and local pH, 49,50 where for stainless steels local chloride concentration is considered to be more important in stabilizing growth and preventing repassivation. 47 In Figure 3, even with a lower bulk solution chloride concentration and a higher pH than most other related studies of stainless steels, the SS 304L and SS 316L alloys still suffered pitting corrosion.…”
Section: Resultsmentioning
confidence: 99%
“…48 Local pit environments contain a higher concentration of chloride than the bulk solution due to anion electromigration into the pit to balance the charge associated with increasing metal cation concentration, thus maintaining charge neutrality. Pit growth and repassivation are strong functions of local chloride concentration and local pH, 49,50 where for stainless steels local chloride concentration is considered to be more important in stabilizing growth and preventing repassivation. 47 In Figure 3, even with a lower bulk solution chloride concentration and a higher pH than most other related studies of stainless steels, the SS 304L and SS 316L alloys still suffered pitting corrosion.…”
Section: Resultsmentioning
confidence: 99%