원문정보
Structural Performance of Reinforced Concrete Beams strengthened in Shear with CFRP Exposed to Freezing and Thawing Cycles
초록
영어
In these days, carbon fiber-reinforced polymer (CFRP) has been widely used for retrofitting and/or strengthening structural elements in structure. However, there are not enough test data to predict the long-term performance of the retrofitted structures exposed to weathering. The purpose of this study is to evaluate the effect of freezing and thawing on the structural performance of reinforced concrete (RC) beams strengthened in shear with carbon fiber sheet and plate. Seven small-scale RC beams (100 ㎜ × 100 ㎜ × 400 ㎜) were strengthened with CFRP in shear, subjected to up to 400 cycles freezing and thawing from -18~4℃, and tested to failure in four-point bending. The test data also indicated that no significant damage to carbon fiber sheet and plate strengthened concrete beams had occurred because of 400 cycles freezing and thawing.
목차
1. 서론
2. 실험
2.1 실험체 계획
2.2 사용재료
2.3 시험체 제작, 가력 및 측정장치
3. 실험결과
3.1 균열 및 최종파괴양상
3.2 하중-변위 관계
3.3 콘크리트 변형 특성
4. 결론
참고문헌