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Prediction of the Shear Strength of FRP Strengthened RC Beams (II) - Verification and parametric study -
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 Title & Authors
Prediction of the Shear Strength of FRP Strengthened RC Beams (II) - Verification and parametric study -
Sim Jong-Sung; Park Cheol-Woo; Moon Do-Young; Sim Jae-Won;
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 Abstract
To evaluate the proposed shear strength models developed in a companion paper, the shear strengths of test specimens strengthened with FRP were predicted by ACl specification, and elsewhere. The advantage and disadvantage of the models were investigated by the comparisons with the test results. The characteristics and limitations of the existing model were investigated with respect to FRP types, strengthening methods, shear span to depth ratio and effective strength of FRP. The results of this parametric study showed that the proposed shear strength model is more accurate than other models.
 Keywords
shear strength;FRP;RC beam;shear span to depth ratio;strengthening method;
 Language
Korean
 Cited by
1.
연속섬유에 의하여 보강된 철근콘크리트 보의 전단강도 평가,이정윤;황현복;김지현;

한국콘크리트학회논문집, 2005. vol.17. 6, pp.983-992 crossref(new window)
2.
최소 볼록 집합을 이용한 데이터베이스 기반 콘크리트 최적 배합,이방연;김재홍;김진근;

한국콘크리트학회논문집, 2008. vol.20. 5, pp.627-634 crossref(new window)
3.
탄소섬유판 (CFRP Strip)으로 보강된 철근콘크리트 부재의 전단거동,임동환;남민희;

한국콘크리트학회논문집, 2008. vol.20. 3, pp.299-305 crossref(new window)
4.
FRP로 보강된 철근콘크리트 보의 유효 변형률 예측에 대한 실험적 연구,황현복;이정윤;

한국콘크리트학회논문집, 2007. vol.19. 2, pp.145-151 crossref(new window)
5.
FRP Bar 보강 콘크리트 보의 전단거동,최익창;정대진;

해양환경안전학회지, 2013. vol.19. 4, pp.403-409 crossref(new window)
1.
Shear Behavior of Concrete Beams Reinforced with FRP Bar, Journal of the Korean Society of Marine Environment and Safety, 2013, 19, 4, 403  crossref(new windwow)
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