Elastic Critical Axial Force for the Torsional-Flexural Buckling of Thin-Walled Metal Members: An Approximate Method

Pubblicato online: 10 apr 2015

Pagine: 23 - 32

DOI: https://doi.org/10.1515/sjce-2015-0004

Parole chiave

Torsional-flexural buckling, elastic critical axial force, thin-walled metal members, non-symmetrical and mono-symmetrical cross-sections

© Faculty of Civil Engineering, Slovak University of Technology

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