Design of Built-Up Cold-Formed Steel Columns According to the Direct Strength Method

作者: I. Georgieva , L. Schueremans , L. Vandewalle , L. Pyl

DOI: 10.1016/J.PROENG.2012.07.066

关键词:

摘要: Abstract The (DSM) direct strength method [1] is used in order to predict the axial compression capacity of innovative cross-section shapes for built-up columns from cold-formed steel (CFS) profiles. proposed four composed have been adapted obtain members increased strength-to-weight ratio. After excluding various buckling mechanisms response compressive loads, highly stable with reduced sensitivity initial imperfections are obtained. DSM predictions validated experimentally cross-sections types. investigation shows that could easily be extended towards if provisions sensitive global-distortional interaction included method. good agreement experiments also indicates assemblies reliable and can integrated into everyday construction practice.

参考文章(6)
Iveta Georgieva, Luc Schueremans, Lincy Pyl, Lucie Vandewalle, Experimental investigation of built-up double-Z members in bending and compression Thin-walled Structures. ,vol. 53, pp. 48- 57 ,(2012) , 10.1016/J.TWS.2011.12.017
B.W. Schafer, Review: The Direct Strength Method of cold-formed steel member design Journal of Constructional Steel Research. ,vol. 64, pp. 766- 778 ,(2008) , 10.1016/J.JCSR.2008.01.022
Xiaolu Zeng, Huimin Liu, Men G. Chu, Enrique J. Lavernia, An experimental investigation Metallurgical Transactions A. ,vol. 23, pp. 3394- 3398 ,(1992) , 10.1007/BF03024549
Lincy Pyl, Lucie Vandewalle, Iveta Georgieva, Luc Schueremans, Innovative cross-section shapes for built-up CFS columns: experimental investigation (2012) - 21ST INTERNATIONAL SPECIALTY CONFERENCE ON COLD-FORMED STEEL STRUCTURES. pp. 91- 105 ,(2012)