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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.18 No.3
- 발행연도
- 2015.1
- 수록면
- 603 - 621 (19page)
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초록· 키워드
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In this study, theoretical models and design procedures of the behavior of thin-walled simply supported steel beams with an open cross section under a large torsional effect are presented. I-sections were chosen as the cross section types. Firstly, the widely used differential equations for the lateral buckling for the pure bending moment effect in a beam element were adopted for the various moment distributions along the span of the beam. This solution was obtained for both mono-symmetric and bisymmetric sections. The buckling loads were then obtained by using the energy method. When using the energy method to solve the problem, it is possible to locate the load not only on the shear center but also at several points of the section depth. Buckling loads were obtained for six different load types. Results obtained for different load and cross section types were checked with ABAQUS software and compared with several standard rules.
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참고문헌 (40)
참고문헌 신청
ABAQUS / 2008 / Theory Manual, Version 6.8-2, Hibbit / Karlsson & Sorensen
American Institute of Steel Construction / 2005 / Specification for Structural Steel Buildings / American Institute of Steel Construction
American Institute of Steel Construction / 2005 / Commentary on the Specification for Structural Steel Buildings / American Institute of Steel Construction
Aktas, M. / 2005 / Verification of nonlinear finite element modelling of I-shaped steel beams under combined loading / J. Inst. Sci. Tech. Sakarya U 9(1):22~29
Andrade, A. / 2007 / On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers / J. Constr. Steel Res 63(7):894~908
American Institute of Steel Construction / 2005 / Specification for Structural Steel Buildings / American Institute of Steel Construction
American Institute of Steel Construction / 2005 / Commentary on the Specification for Structural Steel Buildings / American Institute of Steel Construction
Aktas, M. / 2005 / Verification of nonlinear finite element modelling of I-shaped steel beams under combined loading / J. Inst. Sci. Tech. Sakarya U 9(1):22~29
Andrade, A. / 2007 / On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers / J. Constr. Steel Res 63(7):894~908
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