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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
ASTM C876-15 (2015), Standard test method for half-cell potentials of uncoated reinforcing steel in concrete, ASTM International, West Conshohocken, PA, USA.URL
2 
ASTM G1-03 (2003), Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens, ASTM International, West Conshohocken, PA, USA.URL
3 
Adriman, R., Ibrahim, I.B.M., Huzni, S., Fonna, S., Ariffin, A.K. (2022), Improving half-cell potential survey through computational inverse analysis for quantitative corrosion profiling, Case Studies in Construction Materials, 16. https://doi.org/10.1016/j.cscm. 2021.e00854.DOI
4 
Bird, H.E.H., Pearson, B.R., and Brook, P.A. (1988), The breakdown of passive films on iron, Corrosion Science, 28(1), 81-86.DOI
5 
Bungey, J., and S. Millard, S. (1996), Testing of Concrete in Structures, Chapman & Hall, Glasgow, UK.URL
6 
Chung, L., Kim, J.H., and Yi, S.T. (2008), Bond Strength Prediction for Reinforced Concrete Members with Highly Corroded Reinforcing Bars, Cement and Concrete Composites, 30(7), 603-611.DOI
7 
Daniyal, Md and Akhtar, S. (2020), Corrosion assessment and control techniques for reinforced concrete structures: A review, Journal of Building Pathology and Rehabilitation, 5(1).DOI
8 
Dhir, R.K., Jones, M.R.., and McCarthy, M.J. (1993), Quantifying chloride-induced corrosion from half-cell potential, Cement and Concrete Research, 23(8), 1443-1454.DOI
9 
Elsener, B., Andrade, C., Gulikers, J., Polder, R., and Raupach, M. (2003), Half-cell potential measurements—potential mapping on reinforced concrete structures, Materials and Structures, 36, 261, 461-471.URL
10 
Ghods, P., Isgor, O.B., Pour-Ghaz, M. (2007), A practical method for calculating the corrosion rate of uniformly depassivated reinforcing bars in concrete, Materials and Corrosion, 58(4), 265-272.DOI
11 
Gucunski, N., Imani, A., Romero, F., Nazarian, S., Yuan, D., Wiggenhauser, H., Shokouhi, P., and Taffe, A. (2013). Nondestructive testing to identify concrete bridge deck deterioration (S2-R06A-RR-1). SHRP 2 Report, Transportation Research Board (TRB), Washington, D.C., USA.URL
12 
Jeong, G.C., and Kwon, S.-J. (2021), Relationship between corrosion in reinforcement and influencing factors using half cell potential under saturated condition, Journal of the Korean Recycled Construction Resources Institute, 9(2), 191-199.DOI
13 
Jones, D.A. (1996), Principles and Prevention of Corrosion 2nd edition, Prentice Hall, NJ, USA, 75-115.URL
14 
Kim, J.-K, Kee, S.-H., and Yee, J.-J. (2018), Corrosion monitoring of reinforcing bars in cement mortar exposed to seawater immersion-and-dry cycles, Journal of the Korea Institute for Structural Maintenance and Inspection, 22(4), 10-18.DOI
15 
Kim, J.-K., Kee, S.-H., Futalan, C.M., and Yee, J.-J. (2020), Corrosion monitoring of reinforced steel embedded in cement mortar under wet-and-dry cycles by electrochemical impedance spectroscopy, Sensors, 20(1), 199, https://doi.org/10.3390/s2001 0199.DOI
16 
Kim, Y.Y., Kim, J.M., Bang, J.-W., and Kwon, S.-J. (2014), Effect of cover depth, w/c ratio, and crack width on half cell potential in cracked concrete exposed to slat sprayed condition, Construction and Building Materials, 54, 636-645.DOI
17 
Li. C., Chen, Q., Wang, R., Wu, M., and Jiang, Z. (2020), Corrosion assessment of reinforced concrete structures exposed to chloride environments in underground tunnels: Theoretical insights and practical data interpretations, Cement and Concrete Composites, 112, 103652.DOI
18 
Macdonald, D.D. (2006), Reflections on the history of electrochemical impedance spectroscopy, Electrochimica Acta, 51(8-9), 1376-1388.DOI
19 
Maruya, T., Takeda, H., Horiguchi, K., Koyama, S., and Hsu, K.-L. (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.DOI
20 
Mehta, P.K. and Monteriro, P.J.M. (2013), Concrete: Microstructure, Properties, and Materials 4th Edition, McGraw Hill, 113-187.URL
21 
Neville, A.M. (2011), Properties of Concrete 5th edition, Prentice Hall, pp.483-538.URL
22 
Pacheco-Torgal, F. (2018), Introduction. In Eco-Efficient Repair and Rehabilitation of Concrete Infrastructures; Elsevier: Amsterdam, The Netherlands, 1-12.URL
23 
Pour-Ghaz, M., Isgor, O.B., and Ghods, P. (2009), Quantitiative interpretation of half-cell potential measurements in concrete structures, Journal of Materials in Civil Engineering-ASCE, 21(9), 467-475.URL
24 
Qian, S., Zhang, J., and Qu, D. (2006), Theoretical and experimental study of microcell and macrocell corrosion in patch repairs of concrete structures, Cement and Concrete Composites, 28(8), 685-695.DOI
25 
Ribeiro, D.V., and Abrantes, J.C.C. (2016), Application of electrochemical impedance spectroscopy (EIS) to monitor the corrosion of reinforced concrete: A new approach, Construction and Building Materials, 111, 98-104.DOI
26 
Robles, K.P.V., Yee, J.-J., and Kee, S.-H. (2022), Electrical resistivity measurements for nondestructive evaluation of chloride-induced deterioration of reinforced concrete—A review, Materials, 15(2725). https://doi.org/10.3390/ma15082725.DOI
27 
Ryu, H.-W, Park, Ja.-S. and Kwon, S.-J. (2017), Relationship between half cell potential and corrosion amount considering saturated cover depth and W/C ratios in cement mortar, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(3), 19-26.DOI
28 
Stern, M., and Geary, A.L. (1957), Electrochemical Polarization: I. a theoretical analysis of the shape of polarization curves, Journal of The Electrochemical Society, 104(1), 56-63.DOI
29 
Tan, Y., Yu, H., and Wu, C. (2020), Investigation on the Corrosion Behavior of Steel Embedded in Basic Magnesium Sulfate Cement Concrete: An Attempt and Challenges, ACS Omega, 5, 27846- 27856.DOI
30 
Zou, Z.H., Wu, J., Wang, Z., and Wang. Z. (2016), Relationship between half-cell potential and corrosion level of rebar in concrete, Corrosion Engineering, Science and Technology, 51(8), 588-595.DOI