Determining Factors Affecting Pitting Corrosion of Stainless Steel Reinforcing Bars
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-53389-1_56
Reference42 articles.
1. Saire-Yanez, J., Alexander, C.L., Sagüés, A.A.: The corrosion propagation stage of stainless steel reinforced concrete: a review. Corros. J. 77, 812–828 (2021). https://doi.org/10.5006/3811
2. Ogunsanya, I.G., Hansson, C.M.: The critical chloride concentration of austenitic and duplex stainless steel reinforcing bars. Metall. Mater. Trans. A Phys. Metall. Mater. Sci. 51, 4685–4694 (2020). https://doi.org/10.1007/S11661-020-05874-2/TABLES/5
3. Lollini, F., Carsana, M., Gastaldi, M., Redaelli, E.: Corrosion behaviour of stainless steel reinforcement in concrete. Corros. Rev. 37, 3–19 (2019). https://doi.org/10.1515/CORRREV-2017-0088/MACHINEREADABLECITATION/RIS
4. Hansson, C.M.: Corrosion of stainless steel in concrete. Corros. Steel Concr. Struct., 59–85 (2016). https://doi.org/10.1016/B978-1-78242-381-2.00004-3
5. Berrocal, C.G., Fernandez, I., Rempling, R.: The interplay between corrosion and cracks in reinforced concrete beams with non-uniform reinforcement corrosion. Mater. Struct. 55 (2022). https://doi.org/10.1617/s11527-022-01956-2
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