Interaction between chord compactness and lacing slenderness in CFS built-up columns
Sign Up to like & getrecommendations! Published in 2021 at "Structures"
DOI: 10.1016/j.istruc.2021.01.065
Abstract: Abstract Axial load-resisting capacity of a cold-formed steel (CFS) built-up laced column primarily depends on the unbraced chord slenderness, slenderness ratio of lacings, overall slenderness ratio, and geometry of column sections. Unlike hot-rolled steel built-up… read more here.
Keywords: slenderness; cfs built; built columns; lacing slenderness ... See more keywords
Resistance of cold-formed built-up stainless steel columns – Part I: Experiment
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DOI: 10.1016/j.jcsr.2018.02.026
Abstract: Abstract Nowadays, the codified procedure for design of centrically compressed cold-formed stainless steel (CFSS) built-up members is absent in Europe. Besides, there are no published research information and experimental data in this structural area. This… read more here.
Keywords: cfss built; flexural buckling; built columns; steel ... See more keywords
Investigation of metal built-up columns, Part I: Formulae
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DOI: 10.1556/606.2020.00285
Abstract: Eurocodes give guidance how to design built-up columns having effective bending stiffness, smeared shear stiffness and local bow imperfection amplitude e0 = L/500 under compression. The guidance is valid only for columns supported by hinges… read more here.
Keywords: investigation metal; part; built columns; part formulae ... See more keywords
Mechanical Performance of Built-Up Columns Composed of Four Cold-Formed Square Steel Tubes
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DOI: 10.3390/app9061204
Abstract: This study presents an experimental investigation into the mechanical performance of built-up columns composed of four cold-formed square steel tubes under axial load. The four tubes were assembled together with several C-shaped connectors through two… read more here.
Keywords: composed four; performance built; cold formed; built columns ... See more keywords