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논문 기본 정보

자료유형
학술저널
저자정보
Thomas H.-K. Kang (Seoul National University) Woosuk Kim (Kumoh National Institute of Technology) Sang-Su Ha (Kangnam University) Dong-Uk Choi (Hankyong National University)
저널정보
한국콘크리트학회 International Journal of Concrete Structures and Materials International Journal of Concrete Structures and Materials Vol.8 No.1
발행연도
2014.3
수록면
27 - 41 (15page)

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초록· 키워드

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The use of carbon fibers (CF) and glass fibers (GF) were combined to strengthen concrete flexural members. In this study, data of tensile tests of 94 hybrid carbon-glass FRP sheets and 47 carbon and GF rovings or sheets were thoroughly investigated in terms of tensile behavior. Based on comparisons between the rule of mixtures and test data, positive hybrid effects were identified for various (GF/CF) ratios. Unlike the rule of mixtures, the hybrid sheets with relatively low (GF/CF) ratios also produced pseudo-ductility. From the calibrated results obtained from experiments, a new analytical model for the stress?strain relationship of hybrid FRP sheets was proposed. Finally, the hybrid effects were verified by structural tests of concrete members strengthened with hybrid FRP sheets and either carbon or glass FRP sheets.

목차

Abstract
1. Introduction
2. Material Test Programs
3. The Rule of Mixtures
4. Assessment of Test Results
5. Comparison with the Rule of Mixtures
6. Proposed Stress-Strain Relationship for Hybrid FRP Sheets
7. Verification of Hybrid Effects of FRP in Combination with Concrete Beams
8. Conclusions
References

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