논문 상세보기
pp.57-66
Recently various composite beams in which concrete is filled in the U-shaped steel plate have been developed for saving story height and reducing construction period. Due to the high flexural stiffness and strength, they are widely being used for the building with large loads and long spans. The semi-slim AU composite beam has proven to take highly improved stability compared to the existing composite beams, because it consists of the closed steel section by attaching cap-type shear connectors to the upper side of U-shaped steel plate. In this study the finite element analyses were performed to evaluate the safety of the AU composite beam with unconsolidated concrete which were sustained through the closed steel section during the construction phase. The analyses were performed on the two types of cross section applied to the fabrication of AU composite beams, and the results were compared to the those of 2-point bending tests. In addition, the flexural performance according to the space of intermittent cap-type shear connectors and the location of reinforcing steel bars for compression was comparatively investigated. Through the results of analytical studies, it is preferable to adopt the yield moment of AU composite beam for evaluating the safety in the construction phase, and to limit the space of intermittent shear connectors to 400 mm or less for the construction load.
1. 연구 배경 및 목적1
2. AU 합성보의 시공 단계 휨 성능 실험
2.1 실험 계획
2.2 실험 결과
3. 유한 요소 해석
3.1 유한 요소 재료 모델
3.2 해석 모델링
3.3 유한 요소 해석 결과
3.3.1 SD-3BD-X-S 실험체
3.3.2 SD-5BT-X-S 실험체
4. 단속형 전단연결재의 변수 해석
4.1 해석 모델
4.2 해석 결과
4.3 해석 모델의 비교 평가
5. 결론
감사의 글
References
