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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.10 No.4
- 발행연도
- 2016.12
- 수록면
- 499 - 511 (13page)
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초록· 키워드
Reinforced concrete (RC) beams strengthened by externally bonded reinforcement often fail by debonding. This paper presents an experimental and analytical study aimed at better understanding and modeling the fiber reinforced polymer (FRP) debonding failures in strengthened RC beams under monotonic and cyclic loads. In order to investigate the flexural behavior and failure modes of FRP-strengthened beams under monotonic and cyclic loadings, an experimental program was carried out. An analytical study based on the energy balance of the system was also performed. It considers the dominant mechanisms of energy dissipation during debonding and predicts the failure load of the strengthened beams. Validation of the model was carried out using test data obtained from the own experimental investigation.
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목차
- Abstract
- 1. Introduction
- 2. The Experimental Study
- 3. Analytical Model of FRP Debonding
- 4. Validation of the Model
- 5. Conclusions
- References
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참고문헌 신청최근 본 자료
UCI(KEPA) : I410-ECN-0101-2017-532-001981295
