Bond Failure Surface of Glass Fiber Reinforced Polymer Bars
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Lee, Jung-Yoon
(Dept. of Architectural Engineering, Sungkyunkwan University)
Yi, Chong-Ku (Dept. of Civil Environmental and Architectural Engineering, Korea University) Kim, Tae-Young (Engineering and Construction, Samsung Corporation) Park, Ji-Sun (Korea Institute of Construction Technology) Park, Young-Hwan (Korea Institute of Construction Technology) |
1 | Achillides, Z., Pilakoutas, K., and Waldron, P., "Bond Behaviour of FRP Bars to Concrete," Proceedings of the 3rd International Symposium on Non-metallic (FRP) Reinforcement for Concrete Structures, Sapporo, Japan, October 1997, pp. 341-348 |
2 | Okelo, Roman and Yuan, Robert L., "Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete," Journal of Composites for Construction, ASCE, Vol. 9, No. 3, 2005, pp. 203-213 DOI ScienceOn |
3 | ACI 440.1R-03, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI Committee 440, 2003, 44 pp |
4 | CEB-FIP, Bond of Reinforcement in Concrete, State-of-Art Report, Bulletin, 2000, 427 pp |
5 | 김태영, 박지선, 이정윤, 김긍환, "GFRP 복합재료 보강근의 부착강도에 미치는 영향," 대한건축학회 논문집, 21권, 12호, 2005, pp. 69-76 |
6 | CSA Standard, S806-02 Design and Construction of Building Components with Fibre-Reinforced Polymers, Canadian Standard Association, 2002, 177 pp |
7 | Eligehausen, R., Popov, E. P., and Bertero, V. V., Load Bond Stress-Slip Relationships of Deformed Bars Under Generalized Excitations, Report No.UCB/EERC82-83, Earthquake Engineering Research Center, University of Califonia, Berkeley, California, Oct. 1983, 162 pp |
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