Corrosion in reinforced concrete structure is a serious problem, especially for coastal infrastructure. Managing the coastal infrastructure from corrosion is a really essential action to make sure that the infrastructure can be used properly throughout its service live. This research focused on analyzing the rust thickness on steel reinforcement due to corrosion. Series of corrosion test using galvanostatic was performed in this research. Furthermore, a predictive model based on Farraday’s Law with uniform corrosion assumption also developed in this research and compared with the experimental data. Based on the simulation result, it was found that the predictive model of rust thickness based on Farraday’s Law is capable to simulate the corrosion process and thickness of the rust.

Ahmad, S. (2009). “Techniques for Inducing Accelerated Corrosion of Steel In Concrete”. The Arabian Journal for Science and Tecchnology, 34(2), 95–104.

Almeida, B. A. De, & Mostafavi, A. (2016). “Resilience of Infrastructure Systems to Sea-Level Rise in Coastal Areas : Impacts , Adaptation Measures , and Implementation Challenges”. Sustainability, 8. http://doi.org/10.3390/su8111115

Cao, C., Cheung, M. M. S., & Chan, B. Y. B. (2013). “Modelling Of Interaction Between Corrosion-Induced Concrete Cover Crack And Steel Corrosion Rate”. Corrosion Science, 69(24), 97–109. http://doi.org/10.1016/j.corsci.2012.11.028

Chen, D., & Mahadevan, S. (2008). “Chloride-Induced Reinforcement Corrosion And Concrete Cracking Simulation”. Cement and Concrete Composites, 30(3), 227–238. http://doi.org/10.1016/j.cemconcomp.2006.10.007

Li, S., & Wang, M. (2008). “Model For Cover Cracking Due To Corrosion Expansion And Uniform Stresses At Infinity”. Applied Mathematical Modelling, 32, 1436–1444. http://doi.org/10.1016/j.apm.2007.06.003

Shi, X., Xie, N., Fortune, K., & Gong, J. (2012). “Durability Of Steel Reinforced Concrete In Chloride Environments: An Overview”. Construction and Building Materials, 30, 125–138. http://doi.org/10.1016/j.conbuildmat.2011.12.038

Straub, D., Malioka, V., & Faber, M. H. (2009). “Structure And Infrastructure Engineering : Maintenance, Management, Life-Cycle Design And Performance A Framework For The Asset Integrity Management Of Large Deteriorating Concrete Structures”. Structure and Infrastructure Engineering, 5(3), 199–213. http://doi.org/10.1080/15732470601017369

Suprayitno, H. & Soemitro, R.A.A. (2018). “Preliminary Reflexion on Basic Principle of Infrastructure Asset Management”. Jurnal Manajemen Aset Infrastruktur & Fasilitas, 2(1), Maret 2018.

Sutrisno, W., Suprobo, P., Wahyuni, E., & Iranata, D. (2017). “Investigation of Non-Uniform Rust Distribution and its Effects on Corrosion Induced Cracking in Reinforced Concrete”. In Matec Web Conference (pp. 1–10). http://doi.org/10.1051/matecconf/ 201713802013

Valdez, B., Ramirez, J., Eliezer, A., Schorr, M., Ramos, R., & Salinas, [10] R. (2016). “Corrosion Assessment of Infrastructure Assets in Coastal Seas”. Journal of Marine Engineering and Technology, 15(3), 124–134. http://doi.org/10.1080/20464177.2016.1247635

Zhao, Y., Ren, H., Dai, H., & Jin, W. (2011). “Composition And Expansion Coefficient of Rust Based on X-Ray Diffraction and Thermal Analysis”. Corrosion Science, 53(5), 1646–1658. http://doi.org/10.1016/j.corsci.2011.01.007

Zhao, Y., Yu, J., Hu, B., & Jin, W. (2012). “Crack Shape And Rust Distribution In Corrosion-Induced Cracking Concrete”. Corrosion Science, 55, 385–393. http://doi.org/10.1016/j.corsci.2011.11.002

Zhao, Y., Yu, J., Wu, Y., & Jin, W. (2012). “Critical Thickness of Rust Layer At Inner And Out Surface Cracking of Concrete Cover In Reinforced Concrete Structures”. Corrosion Science, 59, 316–323. http://doi.org/10.1016/j.corsci.2012.03.018

Zhu, W., Dai, J., & Poon, C. (2018). “Prediction of The Bond Strength Between Non-Uniformly Corroded Steel Reinforcement and Deteriorated Concrete”. Construction and Building Materials, 187, 1267–1276. http://doi.org/10.1016/j.conbuildmat.2018.07.139