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.
Indexed by
Korea Citation Index (KCI)
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2022-12
(Vol.26 No.6)
10.11112/jksmi.2022.26.6.256
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References
1
ACI Committee 440-2R (2017), Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures, American Concrete Institute.
2
Choi, J., Kim, M., Kim, H., and Lee, Y. (2013), Shear Strengthening Effect of Reinforced Concrete Beam Strengthened with CFRP Plate, Journal of the Architectural Institute of Korea, 24(4), 15-22.
3
Han, S., Hong, K., Shin, B. Lin, J., and Kwak, S. (2011), Characteristics of Shear Behavior of Reinforced Concrete Beams Strengthened with Near Surface Mounted CFRP Strips, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(5), 178-189.
4
Hong, K., Lee, S., Han, S., and Kang, P. (2018), Long-term Flexural Behavior of RC Beams Strengthened in Flexure with NSM Fe-SMA Strips, Journal of the Korea Institute for Structural Maintenance and Inspection, 22(3), 103-110.
5
Lee, B. (2014), Analysis of Reinforced Concrete Beams Strengthened with Near Surface Mounted CFRP Strip for Flexure, Chungbuk National University.
6
Lee, H. Lee, C., Kwon, W., Kim, W., Baek, S., and Kwak, Y. (2008), Shear Strengthening Effect of Reinforced Concrete Beam Strengthened with CFRP Plate, Journal of the Architectural Institute of Korea, 24(4), 15-22.
7
Lim, D.H., and 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.
8
Kim, S. (2015), CFRP-bar NSM system of reinforced concrete members Study on Bonding and Flexural Behavior, Yeungnam University.
9
Ministry of Land, Infrastructure and Transport. (2021), Design code for Shear and Torsion of Concrte Structure, KDS 14 20 22.
10
Seo, S. (2012), Bond Strength of Near Surface-Mounted FRP Plate in RC Member, Journal of the Korea Concrete Institute, 24(4), 415-422.
11
Seo, S. Choi, K., and Kwon, Y. (2012), Retrofit Capacity of Near-Surface-Mounted RC Beam by using FRP Plate, Journal of the Korea Institute for Structural Maintenance and Inspection, 16(1), 18-26.
12
Seo, S., Feo, L., and Hui D. (2013b), Bond Strength of Near- Surface-Mounted FRP Plate for Retrofit of Concrete Structures, Composite Structures, 95, 719-727.
13
Seo, S., and Kim, M. (2013), 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.
14
Seo, S., Lee, M., and Feo, L. (2016), Flexural Analysis of RC Beam Strengthened by Partially De-bonded NSM FRP Strip, Composite Part B, 101(15), 21-30.
