| Title |
Performance Evaluation of Fiber-Reinforced Concrete Compression Members Transversely Constrained by BFRP |
| Authors |
이경복(Lee, Gyeong-Bok) ; 이상문(Lee, Sang-Moon) ; 정우영(Jung, Woo-Young) |
| DOI |
https://doi.org/10.12652/Ksce.2022.42.5.0607 |
| Keywords |
횡구속; 압축부재; 바잘트섬유 복합재료; 섬유보강콘크리트; 동결융해 |
| Abstract |
Corrosion and degradation of reinforced structures due to abnormal climates and natural disasters further accelerate the aging of structures. Coping with the decrease in structure performance, many old structures are being repaired and reinforced with low-weight and high-strength materials such as glass fiber composite material (GFRP). To further contribute, this paper focus on a more economical and eco-friendly material, basalt fiber composite (BFRP), which provide a more effective lateral constraint effect for seismic reinforcement. The main variables considered in this study are the curing temperature during the manufacturing of BFRP and thematerial characteristics of the target concrete member. The lateral constraint reinforcement effect was investigated through theevaluation of the performance of normal concrete and those with improved durability through fiber reinforcement. The reinforcementeffect was 3.15 times for normal concrete and 3.72 times for fiber reinforced concrete, and the difference in reinforcement effect due to the improvement of the durability characteristics of the compression member was not significant. Lastly, the performance of the BFRP was compared with the results of the GFRP reinforcement from the previous study. The effect of the BFRP reinforcement was 1.18times better than that of the GFRP reinforcement. |