Indirect measurement of corrosion in reinforced concrete using optical sensor composed of polydimethylsiloxane/titanium oxide composite and sacrificial steel plate
Author:
Funder
National Research Foundation of Korea
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1617/s11527-024-02372-4.pdf
Reference32 articles.
1. Cabrera JG (1996) Deterioration of concrete due to reinforcement steel corrosion. Cem Concr Compos 18:47–59. https://doi.org/10.1016/0958-9465(95)00043-7
2. Broomfield JP (2003) Corrosion of steel in concrete: understanding, investigation and repair. CRC Press, London
3. Lin H, Zhao Y (2016) Effects of confinements on the bond strength between concrete and corroded steel bars. Constr Build Mater 118:127–138. https://doi.org/10.1016/J.CONBUILDMAT.2016.05.040
4. Maalej M, Ahmed SF, Kuang KS, Paramasivam PI (2004) Fiber optic sensing for monitoring corrosion-induced damage. Struct Health Monitor 3(2):165–176. https://doi.org/10.1177/1475921704042679
5. Andrade C, Alonso C (2001) On-site measurements of corrosion rate of reinforcements. Constr Build Mater 15:141–145. https://doi.org/10.1016/S0950-0618(00)00063-5
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