Acknowledgement
이 논문은 2023년도 정부(교육부)의 재원으로 한국연구재단의 지원을 받아 수행된 기초연구사업임(NRF-2021R1I1A3049928).
References
- Williamson, S. J., and Clark, L. A. (2002). Effect of corrosion and load on reinforcement bond strength. Structural Engineering International, 12(2), 117-122. https://doi.org/10.2749/101686602777965559
- Bhaskar, S., Bharatkumar, B. H., Gettu, R., and Neelamegam, M. (2010). Effect of corrosion on the bond behaviour of OPC and PPC concretes. J Struct Eng, 37, 37-42.
- Yu, H., Lee, B., Kim, K., and Ahn, T. (1998), A study on the Relationship between Degree of Rust Condition and Bond Strength in Reinforced Concrete Members, Proceedings of the Korea Concrete Institute Conference, 10(1), 621-626. (in Korean)
- Auyeung, Y., Balaguru, P., and Chung, L. (2000). Bond behavior of corroded reinforcement bars. ACI Materials Journal, 97(2), 214-220.
- Yalciner, H., Eren, O., and Sensoy, S. (2012). An experimental study on the bond strength between reinforcement bars and concrete as a function of concrete cover, strength and corrosion level. Cement and Concrete Research, 42(5), 643-655. https://doi.org/10.1016/j.cemconres.2012.01.003
- Tondolo, F. (2015). Bond behaviour with reinforcement corrosion. Construction and Building Materials, 93, 926-932. https://doi.org/10.1016/j.conbuildmat.2015.05.067
- Zhang, B., Zhu, H., Chen, J., and Yang, O. (2020). Influence of specimen dimensions and reinforcement corrosion on bond performance of steel bars in concrete. Advances in Structural Engineering, 23(9), 1759-1771. https://doi.org/10.1177/1369433219900682
- Harajli, M. H., Hout, M., and Jalkh, W. (1995). Local bond stress-slip behavior of reinforcing bars embedded in plain and fiber concrete. ACI Materials Journal, 92(4), 343-353..
- Cabrera, J. G. (1996). Deterioration of concrete due to reinforcement steel corrosion. Cement and Concrete Composites, 18(1), 47-59. https://doi.org/10.1016/0958-9465(95)00043-7
- Lee, H. S., Noguchi, T., and Tomosawa, F. (2002). Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion. Cement and Concrete Research, 32(8), 1313-1318. https://doi.org/10.1016/S0008-8846(02)00783-4
- Chung, L., Kim, J. H. J., 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. https://doi.org/10.1016/j.cemconcomp.2008.03.006
- Hadi, M. N. (2008). Bond of high strength concrete with high strength reinforcing steel.
- Orangun, C. O., Jirsa, J. O., and Breen, J. E. (1977). A reevaulation of test data on development length and splices. ACI Journal Proceedings, 74(3), 114-122.
- Xu, Y. (1990). Experimental study of anchorage properties for deformed bars in concrete. Beijing, Tsinghua.
- Stanish, K. D., Hooton, R. D., and Pantazopoulou, S. J. (1999). Corrosion Effects on Bond Strength in Reinforced Concrete. ACI Structural Journal, 96(6), 915-921.
- ACI Committee 408. (2003). Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03), American Concrete Institute, 2003, pp. 771-782
- Esfahani, M. R., and Kianoush, M. R. (2005). Development/splice length of reinforcing bars. ACI Structural Journal, 102(1), 22.
- Comite Euro-International Du Beton (CEB). CEB-FIP Model Code 2010 for Concrete Structures; Comite Euro-International Du Beton(CEB): Lausanne, Switzerland, 2010.
- Wu, Y.-F., and Zhao, X.-M. (2013). Unifed bond stress-slip model for reinforced concrete. Journal of Structural Engineering, 139(11), 1951-1962. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000747
- Fang, C., Lundgren, K., Chen, L., and Zhu, C. (2004). Corrosion influence on bond in reinforced concrete. Cement and Concrete Research, 34(11), 2159-2167. https://doi.org/10.1016/j.cemconres.2004.04.006
- Jeong, H., Ji, S., Kim, J. H., Choi, S. H., Heo, I., and Kim, K. S. (2022). Development of Mapping Function to Estimate Bond-Slip and Bond Strength of RC Beams Using Genetic Programming. International Journal of Concrete Structures and Materials, 16(1), 49.
- Rilem, T. C. (1994). RC 6 Bond test for reinforcement steel. 2. Pull-out test, 1983. RILEM recommendations for the testing and use of constructions materials, 218-220.
- Korean Standards Association. (2010). KS F 2405. Standard Test Method for Compressive Strength of Concrete. Korean Standards Association (in Korean).
- KS, F. (2016). 2423. Standard Test Method for Tensile Splitting Strength of Concrete; Korea Standards Association: Seoul. Korea.
- KS, B. (2007). 0801, Test Pieces for Tensile Test for Metallic Materials, KS B 0801.
- Al-Sibahy, A., and Sabhan, M. (2020). Corrosion effects on the bond behaviour of steel bars in self-compacting concrete. Construction and Building Materials, 250, 118568.
- Kim, H. (2002). Effect of the rebar corrosion rate on bond strength in reinforced concrete: factors caused by compressive strength and embedded rebar condition (Masters dissertation). Hanyang University, Seoul, Republic of Korea. (in Korean)