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일체식 교량의 교대와 CFT Pile 연결부 성능에 관한 실험적 연구Experimental Study on Performance of Connection Between the Abutment and CFT Pile in Integral Abutment Bridge
- Other Titles
- Experimental Study on Performance of Connection Between the Abutment and CFT Pile in Integral Abutment Bridge
- Issue Date
- 2016
- Publisher
- 한국복합신소재구조학회
- Keywords
- integral abutment bridge; CFT pile; connection performance; 일체식 교대 교량; 콘크리트 충전 강관; 연결부 성능
- Citation
- 한국복합신소재구조학회 논문집, v.7, no.3, pp.47 - 54
- Indexed
- KCI
OTHER
- Journal Title
- 한국복합신소재구조학회 논문집
- Volume
- 7
- Number
- 3
- Start Page
- 47
- End Page
- 54
- ISSN
- 2093-5145
- Abstract
- Two types of connection between the abutment and CFT pile were proposed for the sub-structure of the integral abutment bridge. One was a bolt connection (Type-A) and the other was a hook connection (Type-B). To analyze the performance of connection Type-A and Type-B, a quasi-static experiment was carried out. According to experimental results, the destruction occurred at the connection point and so both type A and type B need to have a reinforced design as the link between the abutment and CFT pile. However, when the load resistance performance and energy dissipation capacity was analyzed, the performance of connection Type-B was superior to the performance of connection Type-A.
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