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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.5
- 발행연도
- 2015.1
- 수록면
- 1,259 - 1,277 (19page)
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초록· 키워드
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The present study is focused on the behavior and design of perforated steel storage rack columns under axial compression. These columns may exhibit different types of behavior and levels of strength owing to their peculiar features including their complex cross-section forms and perforations along the member. In the present codes of practice, the design of these columns is carried out using analytical formulas which are supported by experimental tests described in the relevant code document. Recently proposed analytical approaches are used to estimate the load carrying capacity of axially compressed steel storage rack columns. Experimental and numerical studies were carried out to verify the proposed approaches. The experimental study includes compression tests done on members of different lengths, but of the same cross-section. A comparison between the analytical and the experimental results is presented to identify the accuracy of the recently proposed analytical approaches. The proposed approach includes modifications in the Direct Strength Method to include the effects of perforations (the so-called reduced thickness approach). CUFSM and CUTWP software programs are used to calculate the elastic buckling parameters of the studied members. Results from experimental and analytical studies compared very well. This indicates the validity of the recently proposed approaches for predicting the ultimate strength of steel storage rack columns.
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참고문헌 (20)
참고문헌 신청
American Iron and Steel Institute / 2004 / Appendix 1: Design of Cold-Formed Steel Structural Members Using the Direct Strength Method / American Iron and Steel Institute
2010 / Specification for the Design,Testing and Utilization of Industrial Steel Storage Racks / Rack Manufacturers Institute
Casafont, M. / 2011 / An experimental investigation of distortional buckling of steel storage rack columns / Thin-Wall. Struct 49(8):933~946
Casafont, M. / 2013 / Design of steel storage rack columns via the direct strength method / J. Struct. Eng 139(5):669~679
2009 / Steel static stroage systems: Adjustable pallet racking systems / EN15512, European Standard, European Committee for Standardization
2010 / Specification for the Design,Testing and Utilization of Industrial Steel Storage Racks / Rack Manufacturers Institute
Casafont, M. / 2011 / An experimental investigation of distortional buckling of steel storage rack columns / Thin-Wall. Struct 49(8):933~946
Casafont, M. / 2013 / Design of steel storage rack columns via the direct strength method / J. Struct. Eng 139(5):669~679
2009 / Steel static stroage systems: Adjustable pallet racking systems / EN15512, European Standard, European Committee for Standardization
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