Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2006.05a
- /
- Pages.326-329
- /
- 2006
Flexural Capacity Evaluation of RC Member Retrofitted by CFS and with Various Damage Level
탄소섬유로 휨보강된 RC 부재의 손상정도에 따른 보유내력평가
Abstract
Strengthening method using CFS have been developed for the rehabilitation of structures. However, it is very difficult to estimate their resistance capacity after retrofit. Therefore, damage information for strengthened structure with CFS investigated and the estimation method structural capacity by using the damage information is developed. The final objective of this research work is to propose the guideline and method for resistance capacity estimate of structure. In this paper, experimental study result with test parameters of number of carbon fiber sheets and bonding ratio is introduced.
Keywords