JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
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Korea Citation Index (KCI)
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2023-02
(Vol.27 No.1)
10.11112/jksmi.2023.27.1.54
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References
1
Choi, S. Y., Choi, M. S., Kim, I. S., and Yang, E. I. (2021), A study on the evaluation method to flexural-bonding behavior of FRP-rebar concrete member, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 25(5), 149-156 (in Korean).
2
Kim, K., S., Park, K. T., and Kim, J. (2020), Evaluating chloride absorption of reinforced concrete structures with crack widths, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 24(6), 10-16 (in Korean).
3
Lee, S. H., Lee, S. G., Lee, H., and Hong, K. J. (2021), Seismic-performance experiments of circular shear piers considering effects of rebar corrosion, lap slice and axial load, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 25(6), 143-153 (in Korean).
4
Park, J. H., and Lee, H. S. (2017), An experimental study of the corrosion behavior evaluation of rebar in concrete by using electrochemical impedance spectroscopy (EIS) method, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 21(1), 83-90 (in Korean).
5
Lin, H., Zhao, Y., Feng, P., Ye, H., Ozbolt, J., Jiang, C., and Yang, J.-Q. (2019), State-of-the-art review on the bond properties of corroded reinforcing steel bar, Construction and Building Materials, Elsevier, 213, 216-233.
6
Du, R., Jang, I., Lee, H., and Yi, C. (2022), Effect of curing solution and pre-rust process on rebar corrosion in the cement composite, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 26(2), 1-8 (in Korean).
7
Chung, L., Najm, H., & Balaguru, P. (2008), Flexural behavior of concrete slabs with corroded bars, Cement and Concrete Composites, Elsevier, 30(3), 184-193.
8
Euro-International Committee for Concrete (1990), CEB-FIP Model Code 1990, British Standard Institution, London, UK.
9
Jiang, C., Wu, Y.-F., and Dai, M.-J. (2018), Degradation of steel-to-concrete bond due to corrosion, Construction and Building Materials, Elsevier, 158, 1073-1080.
10
Choi, Y. S., Yi, S. T., Kim, M. Y., Jung, W. Y. and Yang, E. I. (2014), Effect of corrosion method of the reinforcing bar on bond characteristics in reinforced concrete specimens, Construction and Building Materials, Elsevier, 54, 180-189.
11
Bhargava, K., Ghosh, A. K., Mori, Y., and Ramanujam, S. (2007), Corrosion-induced bond strength degradation in reinforced concrete – Analytical and empirical models, Nuclear Engineering and Design, Elsevier, 237(11), 1140-1157.
12
Fischer, C., Ozbolt, J., and Gehlen, C. (2010), Numerical investigation on bond behavior of corroded reinforcement, In Proceedings of the 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures, 779-785.
13
Fischer, C., (2010), Experimental investigations on the effect of corrosion on bond of deformed bars, In Proceedings of the 8th fib PhD Symposium.
14
Law, D. W., Tang, D., Molyneaux, T. K. C., and Gravina, R. (2011), Impact of crack width on bond: confined and unconfined rebar, Materials and Structures, Springer, 44, 1287-1296.
15
Li, F., and Yuan, Y. (2013), Effects of corrosion on bond behavior between steel strand and concrete, Construction and Building Materials, Elsevier, 38, 413-422.