Applicability of AC impedance method for measuring time-variant corrosion rate to cracked and crack-repaired reinforced concrete
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1617/s11527-023-02108-w.pdf
Reference35 articles.
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2. Liu T, Weyers RW (1998) Modeling the dynamic corrosion process in chloride contaminated concrete structures. Cem Concr Res 28:365–379. https://doi.org/10.1016/S0008-8846(98)00259-2
3. Jung W-Y, Yoon Y-S, Sohn Y-M (2003) Predicting the remaining service life of land concrete by steel corrosion. Cem Concr Res 33:663–677. https://doi.org/10.1016/S0008-8846(02)01034-7
4. Vu KAT, Stewart MG (2000) Structural reliability of concrete bridges including improved chloride-induced corrosion models. Struct Saf 22:313–333. https://doi.org/10.1016/S0167-4730(00)00018-7
5. Yuan Y, Ji Y, Jiang J (2009) Effect of corrosion layer of steel bar in concrete on time-variant corrosion rate. Mater Struct 42:1443–1450. https://doi.org/10.1617/s11527-008-9464-9
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