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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2025-08 (Vol.37 No.4)
  4. 10.4334/JKCI.2025.37.4.445
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References

1 
ACI Committee 440 (2017) Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2 R-17). Farmington Hills, MI; American Concrete Institute (ACI).URL
2 
Ali, M. S. M., Oehlers, D. J., Griffith, M. C., and Seracino, R. (2008) Interfacial Stress Transfer of Near Surface-Mounted FRP-to-Concrete Joints. Engineering Structures 30, 1861-1868.DOI
3 
Choi, H., West, J., and Soudki, K. (2011) Partially Bonded Near Surface-Mounted CFRP Bars for Strengthened Concrete T-Beams. Construction and Building Materials 25, 2441-2449.DOI
4 
Seo, S. Y. (2012) Bond Strength of Near Surface-Mounted FRP Plate RC Member. Journal of the Korea Concrete Institute 24(4), 415-422. (In Korean)DOI
5 
Seo, S. Y. (2014) Analysis on the Interfacial Bond-Slip Relationship Between Near Surface-Mounted FRP Plate and Concrete. Journal of the Korea Concrete Institute 26(1), 79-86. (In Korean)DOI
6 
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. (In Korean)DOI
7 
Seo, S. Y., Choi, K. B., Kwon, Y. S., and 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 10(2), 149-161.DOI
8 
Seo, S. Y., Feo, L., and Hui, D. (2013a) Bond Strength of Near-Surface-Mounted FRP Plate for Retrofit of Concrete Structures. Composite Structures 95, 719-727.DOI
9 
Seo, S. Y., and Kim, M. S. (2013b) 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. (In Korean)DOI
10 
Seo, S. Y., Lee, M. S., and Feo, L. (2016b) Flexural Analysis of RC Beam Strengthened by Partially De-Bonded NSM FRP Strip. Composite Part B 101(15), 21-30.DOI
11 
Seo, S. Y., Oh, J. G., and Choi, G. B. (2011a) Adhesion Performance by Reinforcement Method in Concrete Reinforcement Using FRP Plate. Journal of the Korea Concrete Institute 27(8), 55-63. (In Korean)URL
12 
Seo, S. Y., Yoon, S. J., Kwon, Y. S., and Choi, G. B. (2011b) Adhesion Behavior Between FRP Plate and Concrete Embedded in Concrete as Surface Embedded Reinforcement Method. Journal of the Korea Concrete Institute 23(5), 675-682. (In Korean)URL
13 
Seracino, R., Jones, N. M., Ali, M. S. M., Page, M. W., and Oehlers, D. J. (2007b) Bond Strength of Near-Surface Mounted FRP Strip-to-Concrete Joints. Journal of Composites for Construction 11(4), 401-409.DOI
14 
Seracino, R., Raizai Saifulnaz, M. R., and Oehlers, D. J. (2007a) Generic Debonding Resistance of NSM Plate-to-Concrete Joints. Journal of Composites for Construction 11(1), 62-70.URL