Publicación Artículo científico (article).

Buckling curves for cold-formed stainless-steel columns and beams

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  • Arrayago Luquin, Itsaso|||0000-0002-0054-9322
  • Rasmussen, Kim J.R.
This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0003084., This paper summarises the background information and methodology used to derive a set of buckling curves proposed for cold-formed stainless steel columns and beams, incorporated in the recently revised SEI/ASCE 8-21 Specification. The study is based on experimental and numerical data collected from the literature on cold-formed stainless steel columns and beams featuring ASTM grades 304, 2101, 430, 404 and 443. Since most of the investigated specimens exhibited slender cross-sections, both the Effective Width Method (EWM) and the Direct Strength Method (DSM) are considered to account for the effect of interaction between global and local buckling on member strength. Buckling curves for flexural buckling and lateral-torsional buckling codified in current international standards are assessed based on the SEI/ASCE 8 reliability requirements, and new curves are derived accordingly. The proposed new buckling curves include expressions to account for the post-yielding capacity of stainless steel columns and the inelastic buckling resistance of cold-formed stainless steel beams. In addition, a new local buckling strength curve for members in flexure is proposed in the format of the DSM and shown to provide equivalent design resistances to the EWM., Funding for this investigation was received from the European Union’s Horizon 2020 Research and Innovation Programme under the Marie Sklodowska-Curie Grant Agreement No. 842395 (Project NewGeneSS)., Peer Reviewed
 

DOI: http://hdl.handle.net/2117/350197, https://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003084
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HANDLE: http://hdl.handle.net/2117/350197, https://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003084
UPCommons. Portal del coneixement obert de la UPC
oai:upcommons.upc.edu:2117/350197
 
Ver en: http://hdl.handle.net/2117/350197, https://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003084
UPCommons. Portal del coneixement obert de la UPC
oai:upcommons.upc.edu:2117/350197

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