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Localised dissolution of iron in buffered and non-buffered chloride containing solutions
► We study effects of pH and [Cl -] on E pit and E T of pure Fe in aqueous solutions. ► E pit and E T decrease linearly with increasing logarithm of [Cl -]. ► E T does not increase with increasing pH caused by borate or OH - anions. ► The OH - anion is the more efficient inhibitor than the borate an...
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Published in: | Corrosion science 2011-06, Vol.53 (6), p.2152-2160 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | ► We study effects of pH and [Cl
-] on
E
pit
and
E
T
of pure Fe in aqueous solutions.
► E
pit
and
E
T
decrease linearly with increasing logarithm of [Cl
-].
► E
T
does not increase with increasing pH caused by borate or OH
- anions. ► The OH
- anion is the more efficient inhibitor than the borate anions. ► Both species act by increasing the
i.x product required to sustain stable pit growth.
Pitting corrosion of pure iron was studied by using conventional samples, and artificial pit electrodes. Experiments were conducted in solutions of 0.01, 0.1 and 1
mol
dm
−3 NaCl at pH values of 7, 10, 11 and 12; and in borate buffer solutions with the same chloride concentrations and pH 8.7 and 9.2. Four times higher concentration of borate salt was required to reach inhibiting capacity of the hydroxyl anions, as determined via pitting potentials. From measurements of solution resistance, the increase in local conductivity due to dissolved corrosion products exuded from the pit was calculated for each bulk solutions. For the artificial pit electrodes, contribution of the borate species to the internal pit solution conductivity in low chloride solution was associated with the difference between transition potential,
E
T
, values for buffered and non-buffered solutions, and this contribution was also used to explain the non-linear dependence of
E
T
on [Cl
−]. Further analysis was conducted using the concept of the critical
i.x parameter for stable pit propagation. |
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ISSN: | 0010-938X 1879-0496 |
DOI: | 10.1016/j.corsci.2011.02.037 |