Establishing chloride concentration range for protective rust formation on weathering steel in simulated tropical marine atmospheres

This study determined the range of Cl − concentrations that enable the formation of protective rust layers in simulated tropical marine atmosphere by examining the corrosion of weathering steel. The steel exhibited good weatherability in atmospheres with 0.5 to 2.0 wt.% NaCl. Chloride ion influenced rust layer protection by altering phase distribution and defect structure. In the Cl-free environment, the rust layer was loose and lacked protection due to the low degree of corrosion during the limited experimental period. Excessive Cl − increased β-FeOOH content and compressed α-FeOOH distribution, raising internal stresses and compromising the protective properties of rust layer.

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Publication Details

Journal
Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion Control
Published
2024-12-12
DOI
https://doi.org/10.1177/1478422x241302144
Citations
4
Primary Topic
Concrete Corrosion and Durability
Type
article
Field-Weighted Citation Impact
1.04

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article

Establishing chloride concentration range for protective rust formation on weathering steel in simulated tropical marine atmospheres

Yipu Sun, Longjun Chen, Hai Li, Wei Liu et al.
4 citations
Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion Control
Concrete Corrosion and Durability
1.04
article

Establishing chloride concentration range for protective rust formation on weathering steel in simulated tropical marine atmospheres

Yipu Sun, Longjun Chen, Hai Li, Wei Liu, Fulong Wang, Bowen Hou, Bo Zhang
article en
4 citations

Abstract

This study determined the range of Cl − concentrations that enable the formation of protective rust layers in simulated tropical marine atmosphere by examining the corrosion of weathering steel. The steel exhibited good weatherability in atmospheres with 0.5 to 2.0 wt.% NaCl. Chloride ion influenced rust layer protection by altering phase distribution and defect structure. In the Cl-free environment, the rust layer was loose and lacked protection due to the low degree of corrosion during the limited experimental period. Excessive Cl − increased β-FeOOH content and compressed α-FeOOH distribution, raising internal stresses and compromising the protective properties of rust layer.

Corrosion Engineering Science and Technology The International Journal of Corrosion Processes and Corrosion ControlVol. 60(6)
University of Science and Technology Beijing (CN)
National Natural Science Foundation of China, National Key Research and Development Program of China
Life below water
Openalex Percentile: Top 25%
Concrete Corrosion and Durability
1.04
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