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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2022.9
- 수록면
- 185 - 196 (12page)
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초록· 키워드
오류제보하기
In this study, carbon fiber and coated glass fiber are applied to warp and weft fiber in order to reduce the amount of carbon fiber used in carbon fiber fabrics, which are often used for reinforcement of building structures. A low-cost thermoplastic resin was coated on glass fibers to prepare a shape-stabilizing glass fiber. A unidirectional carbon fiber sheet was manufactured using the prepared coated glass fiber and carbon fiber. In order to identify whether it can be used for reinforcing architectural and civil structures, it was attached to a concrete specimen and its mechanical properties were analyzed. The optimum manufacturing conditions for the coated glass fiber were 0.3 mm in diameter of the coating nozzle, the coating temperature was 190 ℃, and the coating speed was 0.3 m/s. 14 mm was optimal for the weft spacing of the coated glass fiber. The flexural strength of the concrete reinforced with the manufactured unidirectional carbon fiber sheet was slightly lower than that of the concrete reinforced with carbon fiber fabric, but it was confirmed that the reinforcement effect was better when the amount of carbon fiber was considered.
목차
Abstract
1. 서론
2. 실험
3. 결과 및 고찰
4. 결론
References
참고문헌 (14)
참고문헌 신청
L. Denvid and H. J. Pam, Experimental Study of Hybrid FRP Reinforced Concrete Beams, Engineering Structures, 32(12), 3857(2010).
C. Y. Cao, J. F. Chen, J. G. Teng, Z. Hao, and J. Chen, Debonding in RC Beams Shear Strengthened with Complete FRP Wraps, Journal of Composites for Construction, 9(5), 417(2005).
M. F. Sulaiman and C. L. Chen, The Bond Strength of Reinforced Concrete with Confinement of Recycled Steel Strap, Journal of Cleaner Production, 369(1), 133352(2022).
E. Gudonis, E. Timinskas, V. Gribniak, G. Kaklauskas, A. K. Arnautov, and V. Tamulenas, FRP Reinforcement for Concrete Structures: State-of-the-art Review of Application and Design, Engineering Structures and Technologies, 5(4), 147(2013).
O. Buyukozturk, G. Oguz, and E. Karaca, Progress on Understanding Debonding Problems in Reinforced Concrete and Steel Members Strengthened using FRP Composites, Construction and Building Materials, 18(1), 9(2004).
C. Y. Cao, J. F. Chen, J. G. Teng, Z. Hao, and J. Chen, Debonding in RC Beams Shear Strengthened with Complete FRP Wraps, Journal of Composites for Construction, 9(5), 417(2005).
M. F. Sulaiman and C. L. Chen, The Bond Strength of Reinforced Concrete with Confinement of Recycled Steel Strap, Journal of Cleaner Production, 369(1), 133352(2022).
E. Gudonis, E. Timinskas, V. Gribniak, G. Kaklauskas, A. K. Arnautov, and V. Tamulenas, FRP Reinforcement for Concrete Structures: State-of-the-art Review of Application and Design, Engineering Structures and Technologies, 5(4), 147(2013).
O. Buyukozturk, G. Oguz, and E. Karaca, Progress on Understanding Debonding Problems in Reinforced Concrete and Steel Members Strengthened using FRP Composites, Construction and Building Materials, 18(1), 9(2004).
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UCI(KEPA) : I410-ECN-0101-2023-577-000105902