과제정보
이 성과는 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임(RS-2023-00248882).
참고문헌
- American Concrete Institute (ACI) (2002). 440.2R-02: Guide for the design and construction of externally bonded FRP systemsfor strengthening concrete structures.
- Kim, S. D. (2010). "Flexural behaviors of reinforced concrete beams strengthened with carbon fiber sheets." Journal of the Computational Structural Engineering Institute of Korea, Vol. 23, No. 2, pp. 227-234 (in Korean).
- Kim, S. W. (2021). A study on the behavior of reinforced concrete member under axial force and flexural moment, Master Thesis, Department of Civil Engineering, Gyeongsang National University, Jinju, Korea (in Korean).
- Kim, S. W., Bae, C. Y., Gu, J. H., Jeong, G. H. and Kim, J. S. (2023). "Experimental study of CFRP sheet anchorage in RC beams." Journal of the Korean Society for Advanced Composite Structures, KOSACS, Vol. 14, No. 2, pp. 1-8, https://doi.org/10.11004/kosacs.2023.14.2.001 (in Korean).
- Kim, G. W., Gu, J. H., Bae, C. Y., Kim, S. W. and Kim, J. S. (2022). "An experimental study on the seismic performance of RC columns with 12K Twill CFRP sheet reinforcement." Journal of the Korean Society for Advanced Composite Structures, KOSACS, Vol. 13, No. 2, pp. 52-55, https://doi.org/10.11004/kosacs.2022.13.2.052 (in Korean).
- Kim, J. Y., Kim, K. S., Park, S. K. and Lee, Y. J. (2007). "Behavior and ductility of reinforced concrete beams strengthened by CFRP." Journal of the Korea Concrete Institute, KCI, Vol. 19, No. 2, pp. 225-231, https://doi.org/10.4334/jkci.2007.19.2.225 (in Korean).
- Lee, J. Y., Kim, M. O. and Kim, H. B. (2013). "Evaluation of axial strains of reinforced concrete columns." Journal of the Korea Concrete Institute, KCI, Vol. 25, No. 1, pp. 19-28, https://doi.org/10.4334/JKCI.2013.25.1.019 (in Korean).
- Moon, K. T., Park, S. Y. and Koh, K. M. (2017). "Strengthening effect of axial square concrete members wrapped by CFRP sheet." Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, Vol. 21, No. 2, pp. 13-23, https://doi.org/10.11112/jksmi.2017.21.2.013 (in Korean).
- Park, H. J. and Cho, B. S. (2004). "Flexural capacity of RC beams strengthened with carbon fiber sheets." Journal of the Korea Institute for Structural Maintenance Inspection, KSMI, Vol. 8, No. 3, pp. 177-187 (in Korean).
- Sim, J. I., Yang, K. H. and Byun, H. Y. (2009). "Flexural capacity and ductility of reinforced concrete columns strengthened with unbonded wire rope units." Journal of the Korea Concrete Institute, KCI, Vol. 21, No. 2, pp. 209-216 (in Korean).
- Swesi, A. O., Cotsovos, D. M. and Val, D. V. (2022). "Effect of CFRP strengthening on response of RC columns to lateral static and impact loads." Composite Structures, Elsevier, Vol. 287, 115356, https://doi.org/10.1016/j.compstruct.2022.115356.
- Yang, E. I., Kim, J. G., Lee, S. T. and Lim, J. S. L. (1997). "The effect of axial force on the behavior and average crack spacing of reinforced concrete flexural member." Magazine of the Korea Concrete Institute, KCI, Vol. 9, No. 4, pp. 207-214, https://doi.org/10.22636/MKCI.1997.9.4.207.