Numerical simulation for investigating crevice corrosion of carbon steel in neutral/alkaline concrete construction
Purpose This study aims to investigate the crevice corrosion behavior of carbon steel in neutral/alkaline environments utilizing a transient multi-physics field model. Design/methodology/approach The crevice corrosion of carbon steel with different solution pH and crevice width was modeled, incorporating mass transfer, homogeneous phase and localized electrochemical reactions. The extent of crevice corrosion was evaluated by the geometric deformation of the model mesh. The hydro-chemical state inside the crevice was discussed through the Cl − concentration and potential distribution of the solution. Findings Results revealed that the formation of pitting corrosion near the crevice mouth was accelerated in a neutral solution. When pH = 8 and pH = 9, the carbon steel matrix was dissolved and the Cl − content within the solution was significantly reduced due to the higher concentration of hydroxide ions (OH − ). Originality/value The crevice corrosion behavior of carbon steel in neutral/alkaline environments is closely associated with solution pH rather than the crevice width. The inhibition of crevice corrosion in alkaline environments was proved by finite element simulation. These findings provide valuable insights that can be applied in engineering applications to prevent and mitigate crevice corrosion in neutral/alkaline environments.
Authors
- Xiaoqian Fu
- Jingkun Shi
- Ke Xu (ORCID: https://orcid.org/0000-0003-1935-8910)
- Yucheng Ji
- Minglei Hu
- Kunjie Dai (ORCID: https://orcid.org/0009-0005-1536-3255)
- Wei Zhang (ORCID: https://orcid.org/0000-0002-0248-4286)
- Chaofang Dong (ORCID: https://orcid.org/0000-0002-0430-3135)
Institutions
- China General Nuclear Power Corporation (China) (CN)
- University of Science and Technology Beijing (CN)
Publication Details
- Journal
- Anti-Corrosion Methods and Materials
- Published
- 2024-10-09
- DOI
- https://doi.org/10.1108/acmm-04-2024-3005
- Citations
- 2
- Primary Topic
- Concrete Corrosion and Durability
- Type
- article
- Field-Weighted Citation Impact
- 0.52