Acknowledgement
본 연구는 2022년도 과학기술정보통신부 기초연구실지원사업 (No. 2021R1A4A2001964)과 기초연구지원사업 (No.2022R1A2C2004460)의 지원을 받아 수행된 결과임.
References
- ACI committee 440 (2008). Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute, ACI 440.2R-08
- Al-Khafaji, A. Salim, H., & El-Sisi A. (2021). Behavior of RC beams strengthened with CFRP sheets under sustained loads. Structures 33, 4690-4700. https://doi.org/10.1016/j.istruc.2021.07.049
- Ceroni, F., Pecce, M., Bilotta, A., & Nigro, E. (2012). Bond behavior of FRP NSM systems in concrete elements. Composites Part B: Engineering, 43(2), 99-109. https://doi.org/10.1016/j.compositesb.2011.10.017
- EI-Hacha, R., & Rizkalla, S. (2004). Near surface-mounted fiber-reinforced polymer reinforcements for flexural strengthening of concrete structures. ACI Structural Journal, 101(5), 717-726
- Lim, D.H., & Kwon, Y.S.. (2009). An Experimental Study on the Shear Behavior of RC Beams Strengthened with Near Surface Mounted and Externally Bonded CFRP Strips, Journal of the Korea Concrete Institute, 21(3), 337-345. https://doi.org/10.4334/JKCI.2009.21.3.337
- Mari, A. R., Oller, E., Bairan, J. M., & Duarte, N. (2013). Simplified method for the calculation of long-term deflections in FRP-strengthened reinforced concrete beams, Composites: Part B, 45, 1368-1376. https://doi.org/10.1016/j.compositesb.2012.07.003
- Ministry of Land, Infrastructure and Transport (2021). Design code for Flexure and Compression of Concrete Structure, KDS 14 20 20.
- Seo, S.Y., Choi, K. B., Kwon, Y. S., & Lee, K. S. (2016a). Flexural Strength of RC Beam Strengthened by Partially De-bonded Near-Surface-Mounted FRP Strip, International Journal of Concrete Structures and Materials, Korea Concrete Institute, 10(2), 149-161. https://doi.org/10.1007/s40069-016-0133-z
- Seo, S.Y. (2012). Bond Strength of Near Surface-Mounted FRP Plate in RC Member, Journal of the Korea Concrete Institute, 24(4), 415-422. https://doi.org/10.4334/JKCI.2012.24.4.415
- Seo, S.Y (2016). Effect of Shear Key and Edge Length of Near Surface-Mounted FRP Plate in Concrete, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(1), 41-47. https://doi.org/10.11112/jksmi.2016.20.1.041
- Seo, S.Y., Feo, L., & Hui D. (2013b). Bond Strength of Near-Surface-Mounted FRP Plate for Retrofit of Concrete Structures, Composite Structures, 95, 719-727. https://doi.org/10.1016/j.compstruct.2012.08.038
- Seo, S.Y., & Kim, M.S. (2013a). Bond Strength of Near Surface-Mounted FRP Plate in Concrete Corresponding to Space and Bond Length, Journal of the Korea Concrete Institute, 25(1), 37-43. https://doi.org/10.4334/JKCI.2013.25.1.037
- Seo, S.Y., Lee, M. S., & Feo, L. (2016b). Flexural Analysis of RC Beam Strengthened by Partially De-bonded NSM FRP Strip, Composite Part B, 101(15), 21-30. https://doi.org/10.1016/j.compositesb.2016.06.056
- Sharaky, I., Torres, L., Comas, J., & Barris, C. (2014). Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars. Composite Structures, 109, 8-22 https://doi.org/10.1016/j.compstruct.2013.10.051
- Yun, H.D., Seo, S.Y., Kim, T.Y., Park, W.S., & Han, B.C. (2005). Time Dependent Behavior of Reinforced Concrete Beams Strengthened in Flexure with Carbon Fibre Mesh(CFM) under Sustained Loads, Journal of the Architectural Institute of Korea, 21(7), 11-17.
- TRC Bridge Design Software (2007). XTRACT program v.3.0.8.