Influence of partial cover thickness and mortar quality on steel corrosion in a chloride environment

References

• Abd, S. M., Mhaimeed, I. S., Tayeh, B. A., Najm, H. M., & Qaidi, S. (2023). Investigation of the use of textile carbon yarns as sustainable shear reinforcement in concrete beams. Case Studies in Construction Materials, 18, e01765. https://doi.org/10.1016/j.cscm.2022.e01765
   Google Scholar
• ACI Committee. (2015). Specifications for tolerances for concrete construction and materials and commentary. American Concrete Institute (ACI 117-10).
   Google Scholar
• Al-Galawi, NM, Al-Tameemi, AA, & Al-Jarrah, SH (2016). Effect of age and concrete cover thickness on steel reinforcement corrosion at splash zone in reinforced concrete hydraulic structures. International Journal of Scientific & Technology Research, 5(9), 129–133.
   Google Scholar
• Andrade, C. (2019). Propagation of reinforcement corrosion: principles, testing and modelling. Materials and Structures, 52(1), 2. https://doi.org/10.1617/s11527-018-1301-1
   Web of Science ®Google Scholar
• Andrade, C., & Alonso, C. (2004). Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method. Materials and Structures, 37(9), 623–643. https://doi.org/10.1007/BF02483292
   Google Scholar
• Andrade, C., & d’Andrea, R. (2010). Electrical resistivity as microstructural parameter for the modelling of service life of reinforced concrete structures [Paper presentation]. 2nd International Symposium on Service Life Design for Infrastructure (pp. 379–388).
   Google Scholar
• Andrade, C., & González, J. A. (1978). Quantitative measurements of corrosion rate of reinforcing steels embedded in concrete using polarization resistance measurements. Materials and Corrosion, 29(8), 515–519. https://doi.org/10.1002/maco.19780290804
   Web of Science ®Google Scholar
• Asamoto, S., Sato, J., Okazaki, S., Chun, P. J., Sahamitmongkol, R., & Nguyen, G. H. (2021). The cover depth effect on corrosion-induced deterioration of reinforced concrete focusing on water penetration: Field survey and laboratory study. Materials, 14(13), 3478. https://doi.org/10.3390/ma14133478
   PubMed Web of Science ®Google Scholar
• Aslam, F., Zaid, O., Althoey, F., Alyami, SH, Qaidi, SM, de Prado Gil, J., & Martínez‐García, R. (2023). Evaluating the influence of fly ash and glass waste on the characteristics of coconut fibers reinforced concrete. Structural Concrete, 24(2), 2440–2459. https://doi.org/10.1002/suco.202200183
   Web of Science ®Google Scholar
• ASTM G61-86. (2014) Standard test method for conducting cyclic potentiodynamic polarization measurements for localized corrosion susceptibility of iron-, nickel-, or cobalt-based alloys. ASTM International.
   Google Scholar
• Bohni, H., (2005). Corrosion in reinforced concrete structures (pp. 75–76). England, UK: CRC Press LLC.
   Google Scholar
• British Standards Institution. (2006). Concrete–complementary British Standard to BS EN 206-1: Specification for Constituent Materials and Concrete. England, UK: BSI.
   Google Scholar
• Chen, L., & Su, R. K. L. (2021). Corrosion rate measurement by using polarization resistance method for microcell and macrocell corrosion: Theoretical analysis and experimental work with simulated concrete pore solution. Construction and Building Materials, 267, 121003. https://doi.org/10.1016/j.conbuildmat.2020.121003
   Web of Science ®Google Scholar
• Clark, L.A., Shammas-Toma, M.G.K., Seymour, D.E., Pallett, P.F., Marsh, B.K., 1997. How can we get the cover we need? Structural Engineering, 75, 289–296.
   Google Scholar
• Elsener, B. (2000). Corrosion of steel in concrete. Corrosion and Environmental Degradation, 2, 389–436.
   Google Scholar
• Elsener, B. (2002). Macrocell corrosion of steel in concrete–implications for corrosion monitoring. Cement and Concrete Composites, 24(1), 65–72. https://doi.org/10.1016/S0958-9465(01)00027-0
   Web of Science ®Google Scholar
• Emad, W., Mohammed, A. S., Kurda, R., Ghafor, K., Cavaleri, L., Qaidi, S. M. A., Hassan, A. M. T., & Asterics, P. G. (2022). Prediction of concrete materials compressive strength using surrogate models. Structures (46),1243–1267.
   Web of Science ®Google Scholar
• Gu, X., Dong, Z., & Jin, Z. (2018). Macrocell corrosion between crossed steel rebars embedded in concrete under chloride environments. In MATEC Web of Conferences (Vol. 199, p. 04005). EDP Sciences. https://doi.org/10.1051/matecconf/201819904005
   Google Scholar
• Hu, J. Y., Zhang, S. S., Chen, E., & Li, W. G. (2022). A review on corrosion detection and protection of existing reinforced concrete (RC) structures. Construction and Building Materials, 325, 126718. https://doi.org/10.1016/j.conbuildmat.2022.126718
   Web of Science ®Google Scholar
• Hussain, R. R. (2011). Electrochemical experimental measurement of macrocell corrosion half-cell potential replicating the re-corrosion of actual refurbished works in RC structures. International Journal of Electrochemical Science, 6(1), 199–205. https://doi.org/10.1016/S1452-3981(23)14986-8
   Web of Science ®Google Scholar
• Itagaki, M. (2012). Principle and analytical method of impedance spectroscopy. Journal of the surface science society of Japan, 33(2), 64–68. (in Japanese).
   Google Scholar
• Japan Society of Civil Engineers (2007). Standard specifications for concrete structures “Material and construction”. (JSCE).
   Google Scholar
• Katayama H., (2014). Surface and interfacial analysis using electrochemical impedance measurement. Journal of Japan Institute of Metals and Materials, 78(11), 419–425. (in Japanese). https://doi.org/10.2320/jinstmet.JB201402
   Web of Science ®Google Scholar
• Kawahigashi, T., Kobayashi, K., & miyagawa, T. (2003). A study of macro-cell and micro-cell corrosion of steel in concrete. Doboku Gakkai Ronbunshu, 2003(732), 1–15. https://doi.org/10.2208/jscej.2003.732_1
   Google Scholar
• Kim, Y. Y., Kim, J. M., Bang, J. W., & Kwon, S. J. (2014). Effect of cover depth, w/c ratio, and crack width on half cell potential in cracked concrete exposed to salt sprayed condition. Construction and Building Materials, 54, 636–645. https://doi.org/10.1016/j.conbuildmat.2014.01.009
   Web of Science ®Google Scholar
• Kobayashi, K., & Miyagawa, T. (2001). Study on estimation of corrosion rate of reinforcing steel in concrete by measuring polarization resistance. Doboku Gakkai Ronbunshu, 669, 173–186. (in Japanese).
   Google Scholar
• Lopez-Calvo, H. Z., Montes-García, P., Jiménez-Quero, V. G., Gómez-Barranco, H., Bremner, T. W., and Thomas, M. D. A., (2018). Influence of crack width, cover depth and concrete quality on corrosion of steel in HPC containing corrosion inhibiting admixtures and fly ash. Cement and Concrete Composite, 88, 200–210 https://doi.org/10.1016/j.cemconcomp.2018.01.016
   Web of Science ®Google Scholar
• M. F. F. Menna Barreto, J. F. G. Timm, A. Passuello, D. C. C. Dal Molin, and J. R. Masuero (2021). Life cycle costs and impacts of massive slabs with varying concrete cover, Cleaner Engineering and Technology, 5, 10256.
   Google Scholar
• Mansfeld, F. (1971). Area relationships in galvanic corrosion. Corrosion, 27(10), 436–442. https://doi.org/10.5006/0010-9312-27.10.436
   Web of Science ®Google Scholar
• Menna Barreto, M. F. F., Maran, A. P., Dal Molin, D. C. C., Masuero, J.R., (2018). Cover to steel in reinforced concrete structures and their spacers. In Concrete cover thickness and plastic spacers (1st ed.). LAP LAMBERT Academic Publishing.
   Google Scholar
• Miyazato, S., & Otsuki, N. (2010). Steel corrosion induced by chloride or carbonation in mortar with bending cracks or joints. Journal of Advanced Concrete Technology, 8(2), 135–144. https://doi.org/10.3151/jact.8.135
   Web of Science ®Google Scholar
• Miyazato, S., & Otsuki, N. (2022). Measurement method for macrocell corrosion in concrete specimen using a segmented steel bar. Journal of Advanced Concrete Technology, 20(3), 222–235. https://doi.org/10.3151/jact.20.222
   Web of Science ®Google Scholar
• Montemor, M. F., Simoes, A. M. P., & Ferreira, M. G. S. (2003). Chloride-induced corrosion on reinforcing steel: From the fundamentals to the monitoring techniques. Cement and Concrete Composites, 25(4-5), 491–502. https://doi.org/10.1016/S0958-9465(02)00089-6
   Web of Science ®Google Scholar
• Nanayakkara, O., & Kato, Y. (2009). Macro-cell corrosion in reinforcement of concrete under non-homogeneous chloride environment. Journal of Advanced Concrete Technology, 7(1), 31–40. https://doi.org/10.3151/jact.7.31
   Web of Science ®Google Scholar
• Otsuki, N., Madlangbayan, M. S., Nishida, T., Saito, T., & Baccay, M. A. (2009). Temperature dependency of chloride induced corrosion in concrete. Journal of Advanced Concrete Technology, 7(1), 41–50. https://doi.org/10.3151/jact.7.41
   Web of Science ®Google Scholar
• P. D. Ronne (2005), “Variation in cover to reinforcement: Local and international trends,” Concrete Beton, 111, 7–13.
   Google Scholar
• Paul, S. C, & Adewumi, J. B. (2018). A review on reinforcement corrosion mechanism and measurement methods in concrete. Civil Engineering Research Journal, 5(3), 80–90.
   Google Scholar
• Paul, S. C., & van Zijl, G. P. (2014). Crack formation and chloride induced corrosion in reinforced strain hardening cement-based composite (R/SHCC). Journal of Advanced Concrete Technology, 12(9), 340–351.
   Web of Science ®Google Scholar
• Rodrigues, R., Gaboreau, S., Gance, J., Ignatiadis, I., & Betelu, S. (2021). Reinforced concrete structures: A review of corrosion mechanisms and advances in electrical methods for corrosion monitoring. Construction and Building Materials, 269, 121240. https://doi.org/10.1016/j.conbuildmat.2020.121240
   Web of Science ®Google Scholar
• Schiesl, P. (1988). RILEM; Technical Committee 60-CSC: Corrosion of Steel in Concrete.
   Google Scholar
• Shukla, S. K. (2022). Seven research mantras: A short guide for researchers. International Journal of Geosynthetics and Ground Engineering, 8(6), 75. https://doi.org/10.1007/s40891-022-00419-6
   Web of Science ®Google Scholar
• Stern, M., & Geary, A. L. (1957). Electrochemical polarization: I. A theoretical analysis of the shape of polarization curves. Journal of the Electrochemical Society, 104(1), 56. https://doi.org/10.1149/1.2428496
   Web of Science ®Google Scholar
• Suryanto, B., Kim, J., McCarter, W. J., Starrs, G., & Aitken, M. W. (2020). Assessing the performance and transport properties of concrete using electrical property measurements. Journal of Advanced Concrete Technology, 18(7), 437–455. https://doi.org/10.3151/jact.18.437
   Web of Science ®Google Scholar
• T. Maruya, H. Takeda, K. Horiguchi, S. Koyama, and K. L. Hsu.(2007), Simulation of steel corrosion in concrete based on the model of macro-cell corrosion circuit, Journal of Advanced Concrete Technology, 5(3), 343–362. https://doi.org/10.3151/jact.5.343
   Web of Science ®Google Scholar
• Tsuru, T., Maeda, R. and Haruyama, S., (1979). Application of A-C corrosion monitor to localized corrosion. Corrosion Engineering, 28(12), 638–644. (in Japanese) https://doi.org/10.3323/jcorr1974.28.12_638
   Google Scholar
• Tuutti, K. (1982). Corrosion of steel in concrete. Cement-och betonginst, 468, 82–84.
   Google Scholar
• Verma, SK, Bhadauria, SS, & Akhtar, S. (2013). Evaluating effect of chloride attack and concrete cover on the probability of corrosion. Frontiers of Structural and Civil Engineering, 7, 379–390. https://doi.org/10.1007/s11709-013-0223-9
   Google Scholar
• Zhou, X., Shu, J., Zhang, J., Yan, Y., Gan, W., (2015). The impact of concrete cover thickness and chemical alkalinity on reinforcement corrosion. Advanced Materials Research, 1065–1069, 1957–1963. https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1957
   Google Scholar