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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2012.9
- 수록면
- 57 - 65 (9page)
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Corrugated web beams for buildings can be used without stiffeners and have higher shear strength than flat webs because of the inclined folds. So far, corrugated web beams are usually combined with PC bridges. Due to thin webs, shear failure of most of the corrugated web beams occurs by shear buckling. Failure modes of the corrugated web beams are complicated; yielding, shear buckling, interaction between the yielding and buckling. Previous researches have been investigating the failure mode of the corrugated web, but it has not been clearly explained and there is not enough research about corrugated web beams with thin web for building structures. Also there is not enough full-scale experimental research on corrugated web beams for buildings.
In this paper, full-scale specimens for the elastic and inelastic behavior of corrugated web beam subjected to shear force were experimentally explored. With the results of the experiments, shear strength and failure mode were investigated. The shear strength of the corrugated web beam was compared with the Japanese recommendation, Eurocode 3 and the other previous researches. As a result, a modified equation for the shear strength is proposed and verified.
In this paper, full-scale specimens for the elastic and inelastic behavior of corrugated web beam subjected to shear force were experimentally explored. With the results of the experiments, shear strength and failure mode were investigated. The shear strength of the corrugated web beam was compared with the Japanese recommendation, Eurocode 3 and the other previous researches. As a result, a modified equation for the shear strength is proposed and verified.
목차
Abstract
1. 서론
2. 파형강판웨브의 전단거동 이론
3. 파형강판웨브의 전단설계식 분석
4. 실험계획
5. 실험결과
6. 결론
참고문헌
참고문헌 (24)
참고문헌 신청
도병호 / 2007 / PEB(Pre-Engineered Metal Building)SYSTEM 설계 검토 / 건축구조기술사회지 14(1)
Samanta, A. / 1999 / Finite element static and dynamic analyses of folded plates / Engineering Structures 21(3):282
Lindner, J. / 1988 / Grenzschubtragfähigkeit von I-Trägern mit trapezförmig profilierten Stegen / Stahlbau 57(12):377~380
Leiva-Aravena, L. / 1987 / Buckling and Strength of Corrugated Steel Panels, Thesis for The Degree of Licentiate of Engineering, Division of Steel and Timber Structures
Elgaaly, M. / 1996 / Shear Strength of Beams with Corrugated Webs / Journal of Structural Engineering 122(4):390~398
Samanta, A. / 1999 / Finite element static and dynamic analyses of folded plates / Engineering Structures 21(3):282
Lindner, J. / 1988 / Grenzschubtragfähigkeit von I-Trägern mit trapezförmig profilierten Stegen / Stahlbau 57(12):377~380
Leiva-Aravena, L. / 1987 / Buckling and Strength of Corrugated Steel Panels, Thesis for The Degree of Licentiate of Engineering, Division of Steel and Timber Structures
Elgaaly, M. / 1996 / Shear Strength of Beams with Corrugated Webs / Journal of Structural Engineering 122(4):390~398
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