논문 상세보기
pp.33-40
For the practical application of U-flanged Truss Hybrid beams, the flexural capacity of hybrid beams with end reinforcement details using vertical steel plates was verified. The bending test of U-flanged Truss Hybrid beams was performed using the same top chord under the compressive force, but with the thickness of the bottom plate and the amount of tensile reinforcement. The initial stiffness and maximum load of the specimen with tensile reinforcement have a higher value than that of the specimen without tension reinforcement, but the more tensile reinforcement, the greater the load decrease after the maximum load. In the case of the specimen with tensile reinforcement, because the test result value is 76% to 88% when compared with the flexural strength according to Korea Design Code, the safety of the U-flanged Truss Hybrid beam with the same details of the specimens can’t ensure. Therefore, the development of new details is required to ensure that the bottom steel plate and the tensile reinforcement can undergo sufficient tensile deformation.
1. 서론
2. 실험 계획
2.1 실험체 계획
2.2 가력 방법 및 측정 방법
3. 실험 결과 및 분석
3.1 금속 재료 인장 시험
3.2 콘크리트 압축강도 시험
3.3 파괴 양상
3.4 하중-변위관계곡선 분석
3.5 기준식과의 내력 비교
4. 결론
References
