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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2014-09
(v.18 n.5)
mi.2014.18.5.051
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REF
References
1
(2011), Bond behavior of NSM FRP bars at elevated temperatures, first middle east conference on smart monitoring, Assessment and Rehabilitation Civil Structures
2
(1999), Properties of Fiber Reinforced Plastics at Elevated Temperatures with Regards to Fire Resistance of Reinforced Concrete Members, 43-54.
3
(2001), Fire Testing of Concrete Slabs Strengthened with Fibre Composite Laminates, The Fifth Annual Symposium on Fibre-Reinforced-Plastic Reinforcement or Concrete Structures (FRPRCS-5), Czech., 547-556.
4
(2008), Fire Survivability of Externally Bonded FRP Strengthening System, Journal of Composites for Construction, 553-561.
5
(2000 ), Modeling the Effect of High Temperature on the Bond of FRP Reinforcing bars to Concrete, Cem. Concr. Composites, 22(6), 433-443.
6
(2013 ), Critical Temperature for Inter-Laminar Shear Strength and Effect of Exposure Time of FRP Rebars, Journal of Architectural Institute of Korea, (in Korean), 25(1), 45-51.
7
(2012), Bond Strength of Near-Surface- Mounted FRP Plate in RC Member, Journal of Korea Concrete Institute, (in Korean), 24(4), 415-422 .
8
(2013), Bond Capacity of Near-Surface-Mounted CFRP Plate to Concrete under Various Temperatures, Journal of the Korea Institute for Structural Maintenance and Inspection, (in Korean), 17(4), 75-83 .
9
(2013), Effect of Space and Bond Length on the Bond Strength of Near Surface-Mounted FRP Plate in Concrete, Journal of Korea Concrete Institute, (in Korean), 25(1), 37-43 .
10
(2011), Bond Capacity of Concrete Member Strengthened by Various Methods Using FRP Plate, Journal of Architectural Institute of Korea, (in Korean), 27(8), 55-63 .
11
(2012), Evaluation of Compressive Strength of Concrete Reinforced with FRP Subjected to Temperature, Proceeding of Annual Conference, Korea Concrete Institute, (in Korean), 24(2), 409-410.
