Perilaku Lentur Struktur Balok Beton Bertulang Dengan Korosi Tulangan Hingga 50%
(1) Program Studi Teknik Sipil, Fakultas Teknik, Universitas Muhammadiyah Yogyakarta. Bantul, Yogyakarta
(*) Corresponding Author
DOI: https://doi.org/10.25077/jrs.19.1.14-21.2023
Copyright (c) 2023 Pinta Astuti
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Afriansya, R., Astuti, P., Ratnadewati, V. S., Randisyah, J., Ramadhona, T. Y., & Anisa, E. A. (2021). Investigation Of Setting Time And Flowability Of Geopolymer Mortar Using Local Industry And Agriculture Waste As Precursor In Indonesia. International Journal of GEOMATE, 21(87). https://doi.org/10.21660/2021.87.j2325
Astuti, P., Kamarulzaman, K., & Hamada, H. (2021). Non-Destructive Investigation of A 44-Year-Old RC Structure Exposed to Actual Marine Tidal Environments Using Electrochemical Methods. International Journal of Integrated Engineering, 13(3). https://doi.org/10.30880/ijie.2021.13.03.018
Astuti, P., Kamarulzaman, K., Rafdinal, R. S., Hamada, H., Sagawa, Y., & Yamamoto, D. (2020). Influence of Rust Removal Process on The Effectiveness of Sacrificial Anode Cathodic Protection in Repair Concrete. IOP Conference Series: Materials Science and Engineering, 849(1), 012088. https://doi.org/10.1088/1757-899X/849/1/012088
Astuti, P., Rafdinal, R. S., Hamada, H., Sagawa, Y., Yamamoto, D., & Kamarulzaman, K. (2019). Effectiveness of Rusted and Non-Rusted Reinforcing Bar Protected by Sacrificial Anode Cathodic Protection in Repaired Patch Concrete. IOP Conference Series: Earth and Environmental Science, 366(1). https://doi.org/10.1088/1755-1315/366/1/012013
Astuti, P., Rafdinal, R. S., Mahasiripan, A., Hamada, H., Sagawa, Y., & Yamamoto, D. (2018). Potential Development Of Sacrificial Anode Cathodic Protection Applied For Severely Damaged Rc Beams Aged 44 Years. Thailand Concrete Association, 24–31.
el Maaddawy, T., & Soudki, K. (2007). A model for prediction of time from corrosion initiation to corrosion cracking. Cement and Concrete Composites, 29(3), 168–175. https://doi.org/10.1016/j.cemconcomp.2006.11.004
Khan, M. U., Ahmad, S., & Al-Gahtani, H. J. (2017). Chloride-Induced Corrosion of Steel in Concrete: An Overview on Chloride Diffusion and Prediction of Corrosion Initiation Time. International Journal of Corrosion, 2017, 1–9. https://doi.org/10.1155/2017/5819202
Polder, R. B., Leegwater, G., Worm, D., & Courage, W. (2014). Service life and life cycle cost modelling of cathodic protection systems for concrete structures. Cement and Concrete Composites, 47, 69–74. https://doi.org/10.1016/j.cemconcomp.2013.05.004
Poupard, O., L’Hostis, V., Catinaud, S., & Petre-Lazar, I. (2006). Corrosion damage diagnosis of a reinforced concrete beam after 40 years natural exposure in marine environment. Cement and Concrete Research, 36(3), 504–520. https://doi.org/10.1016/j.cemconres.2005.11.004
Steffens, A., Dinkler, D., & Ahrens, H. (2002). Modeling carbonation for corrosion risk prediction of concrete structures. Cement and Concrete Research, 32(6), 935–941. https://doi.org/10.1016/S0008-8846(02)00728-7
Yuan, Y., & Ji, Y. (2009). Modeling corroded section configuration of steel bar in concrete structure. Construction and Building Materials, 23(6), 2461–2466. https://doi.org/10.1016/j.conbuildmat.2008.09.026
Zhang, X., Zhang, Y., Liu, B., Liu, B., Wu, W., & Yang, C. (2021). Corrosion-induced spalling of concrete cover and its effects on shear strength of RC beams. Engineering Failure Analysis, 127, 105538. https://doi.org/10.1016/j.engfailanal.2021.105538
Zhao, Y., Karimi, A. R., Wong, H. S., Hu, B., Buenfeld, N. R., & Jin, W. (2011). Comparison of uniform and non-uniform corrosion induced damage in reinforced concrete based on a Gaussian description of the corrosion layer. Corrosion Science, 53(9), 2803–2814. https://doi.org/10.1016/j.corsci.2011.05.017
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