A Study on the Shape of Beam Attached CFT inner-side for Developing Column's Performance

콘크리트충전 강관기둥의 성능향상을 위한 내면부착 beam의 형상 연구

  • 이동운 (동서대학교 건축토목공학부) ;
  • 윤혁기 ((주)디에스구조엔지니어링) ;
  • 김대건 (삼성제일모직(주) 건축ENG그룹)
  • Published : 2015.05.28

Abstract

The CFT(Concrete Filled Tube) system has been developed to behave well in a structural performance such as stiffness, stress, ductility, fire resistance that is derived from its mechanical advantages of composite structure. There were number of studies about unprotected CFT columns for improving their fire resistance through reinforcing bars or plates being placed inside the steel tube. It was also known that reinforcing plates of flat type need stiffeners in a certain distance to avoid their buckling failure so it cost as much as their using consequentially. This paper is planned to test the work of beam elements attached inner side of CFT depending on its shape. More discussions on beam's design could be followed after some fire tests accordingly conducted within this project.

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