Abstract
This work aimed at studying the depassivation mechanism of the passive film on galvanized steel bar in concrete pore solution with different concentrations of chloride ion. The results showed that in a saturated Ca(OH)2 solution, the critical chloride values for the depassivation of the passive films formed on galvanized steel bars and zinc metal specimens were 0.2 M and 0.3 M respectively. When the Cl− concentration was lower than the critical value, the donor density of the passive film increased and thus the protective property reduced with increasing the concentration of chloride ion, which could be interpreted by the point defect model (PDM). The corrosion products formed on the galvanized steel surface could inhibit the further ingress of the chloride ions and enhance the protective property, while such effect was not obvious for the zinc metal. © 2018
| Original language | English |
|---|---|
| Pages (from-to) | 572-580 |
| Number of pages | 9 |
| Journal | Construction and Building Materials |
| Volume | 166 |
| Online published | 22 Feb 2018 |
| DOIs | |
| Publication status | Published - 30 Mar 2018 |
| Externally published | Yes |
Bibliographical note
Publication details (e.g. title, author(s), publication statuses and dates) are captured on an “AS IS” and “AS AVAILABLE” basis at the time of record harvesting from the data source. Suggestions for further amendments or supplementary information can be sent to [email protected].Funding
The authors gratefully acknowledge the financial support of Hong Kong Branch of National Engineering Research Center for Steel Construction through the project 1-BBYP and the Hong Kong Polytechnic University through the project 1-ZVGE. Weihua Li also acknowledges the support of National Science Fund for Distinguished Young Scholars ( 51525903 ).
Research Keywords
- Chloride ions
- Concrete pore solution
- Corrosion
- Galvanized steel
- Passive film
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