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Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams

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2015
Authors
Prokić, Aleksandar
Mandić, Rastislav
Vojnić-Purcar, Martina
Article (Published version)
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Abstract
This article studies the influence of the bimoment on the buckling of thin-walled beams with open cross section subjected to axial loading. In the case of torsional and torsional-flexural buckling of thin-walled Z-section beam, it is shown that influence of the bimoment could be of importance in the assessment of buckling loads. In order to verify the accuracy and validity of this analysis, the obtained results are compared with those calculated by ANSYS software.
Keywords:
Buckling / Bimoment / Thin-walled beams / Axial loading / Z cross section
Source:
Thin-Walled Structures, 2015, 89, 25-30
Publisher:
  • Elsevier Ltd
Projects:
  • Computational mechanics in structural engineering (RS-174027)

DOI: 10.1016/j.tws.2014.12.005

ISSN: 0263-8231

WoS: 000350535400003

Scopus: 2-s2.0-84920182216
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URI
http://grafar.grf.bg.ac.rs/handle/123456789/710
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