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초록
The present study analyzes the flexure behavior of the circular CFT member through experiment and numerical analysis. Through comparison between experimental and numerical results, whether or not the member was a full composite have little effect on the behavior. There circular CFT’s flexure behavior when considering pure moment is almost similar regardless of the interface characteristics between the steel and concrete. This is because there is no difference in the neutral axis of the full-composite and non-composite circular CFT member.
키워드
원형; 콘크리트 충전강관 부재; 강-콘크리트 계면; 중립축; 휨 거동; circular; CFT member; Steel-Concrete interface; neutral axis; flexure behavior
- 제목
- 원형 CFT 단면의 기하학적 특성에 따른 부재의 휨 거동
- 제목 (타언어)
- Flexural Behavior of a Member according to the Geometrical Properties of a Circular CFT Section
- 저자
- 김대혁; 한상윤; 신성진; 강영종
- 발행일
- 2016
- 저널명
- 한국복합신소재구조학회 논문집
- 권
- 7
- 호
- 3
- 페이지
- 72 ~ 77