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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
(2008), Interfacial Stress Transfer of Near Surface-Mounted FRP-to-Concrete Joints, Engineering Structures, 30, 1861-1868.
2 
(2013), “Bond Behavior of CFRP Strips Glued Into Slits”, Proceeding, 6th International Symposium on FRPRCS, 203-214.
3 
(2010), Modeling of Tension Stiffening Behavior of RC Ties Strengtened with FRP Sheets, Journal of Composite Construction. ASCE, 8(6), 510-518.
4 
(2009), Flexural Behavior of Reinforced Concrete Beams Strengthened with NSM CFRP Reinforcements Considering the Equivalent Section, Doctoral Thesis in Civil and Environmental Engineering. Myongji University, 57-221.
5 
(2008), An Experimental Study on the Flexural Behavior of RC Beams Strengthened with NSM and EBR CFRP Strips, Journal of the Korea Concrete Institute, 20(5), 601-609.
6 
(2013a), Bond Strength of Near-Surface-Mounted FRP Plate for Retrofit of Concrete Structures, Composite Structures, 95, 719-727.
7 
(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 .
8 
(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.
9 
(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.
10 
(2011), Bond Behavior between Near-Surface- Mounted Fiber Reinforced Polymer Plates and Concrete in Structural Strengthening, Journal of the Korea Concrete Institute, 23(5), 675-682.
11 
(2007), Bond Strength of Near-Surface Mounted FRP Strip-to-Concrete Joints, Journal of Composites for Construction, 11(4), 401-409.