Bond Capacity of Pseudo-Ductile FRP Hybrid Sheet to Strengthen RC Members |
Yoon, Hye-Sun
(Dept. of Architectural Engineering, Kongju National University)
Lee, Jung-Mi (Dept. of Architectural Engineering, Kongju National University) Lee, Chin-Yong (CareCon, Co.) Choi, Dong-Uk (Dept. of Architectural Engineering, Hankyong National University) Kim, Kil-Hee (Dept. of Architectural Engineering, Kongju National University) |
1 | AIJ, Design and Construction Guideline of Continuous Fiber Reinforced Concrete, Architectural Institute of Japan, 2001, pp. 13-14 (in Japanese). |
2 | Philips, L. N., “The Hybrid Effect-Does it Exist,”Composites,Vol. 7, No. 1, 1976, pp. 7-8. DOI ScienceOn |
3 | Manders, P. W. and Bader, M. G., “The Strength of Hybrid Glass/Carbon Fibre Composites: Part 1-Failure Strain Enhancement and Failure Mode,”Journal of Materials Science, Vol. 16, No. 10, 1981, pp. 2233-2245 DOI |
4 | 양동석, 고병순, 박선규, 유영찬, “콘크리트와 탄소섬유 판 계면의 본드-슬립모델 산정,”한국콘크리트학회 가을학술대회 논문집, 16권, 2호, 2004, pp. 635-638 |
5 | 최동욱, 하상수, 이진용, 김길희, “유사연성 하이브리드 FRP 시트를 이용한 RC보의 휨 보강,”콘크리트학회 논문집, 20권, 2호, 2008, pp. 239-247 |