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- W2372702007 abstract "Open cross-section,thin-walled,cold-formed steel columns have at least three competing buckling modes: local,distortional,and flexural-torsional buckling.For cold-ormed lipped channel sections,the distortional buckling mode is often the strength-governing mode among the several possible buckling modes.This article uses the finite element analysis to investigate the strengths and behavior of cold-formed lipped channel columns subjected to combined axial compression and uniaxial bending in the plane of symmetry,and provides an effective measure for preventing channel columns from distortional buckling." @default.
- W2372702007 created "2016-06-24" @default.
- W2372702007 creator A5082866012 @default.
- W2372702007 date "2007-01-01" @default.
- W2372702007 modified "2023-09-23" @default.
- W2372702007 title "Finite Element Analysis and an Effective Measure to Distortional Buckling of Cold-Formed Channel Columns" @default.
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