한국콘크리트학회:학술대회논문집 (Proceedings of the Korea Concrete Institute Conference)
- 한국콘크리트학회 2006년도 추계 학술발표회 논문집
- /
- Pages.129-132
- /
- 2006
탄소섬유복합체로 보강된 RC부재의 보강재 강성에 따른 휨 보강성능
Flexural Performance of RC Beams Strengthened with Diffrent Amount of CFRP Composite
- 발행 : 2006.11.04
초록
It is generally reported that most of RC beams strengthened with simply bonded FRP composite is failed by FRP debonding. Also, the flexural performance of RC member strengthened with FRP composite can be calculated using the effective strain of FRP. The effective strain as a result of the debonding failure depends on many variables, such as FRP stiffness including the thickness(
키워드