Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams
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 sectionSource:
Thin-Walled Structures, 2015, 89, 25-30Publisher:
- Elsevier Ltd
Funding / projects:
DOI: 10.1016/j.tws.2014.12.005
ISSN: 0263-8231
WoS: 000350535400003
Scopus: 2-s2.0-84920182216
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Institution/Community
GraFarTY - JOUR AU - Prokić, Aleksandar AU - Mandić, Rastislav AU - Vojnić-Purcar, Martina PY - 2015 UR - https://grafar.grf.bg.ac.rs/handle/123456789/710 AB - 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. PB - Elsevier Ltd T2 - Thin-Walled Structures T1 - Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams EP - 30 SP - 25 VL - 89 DO - 10.1016/j.tws.2014.12.005 ER -
@article{ author = "Prokić, Aleksandar and Mandić, Rastislav and Vojnić-Purcar, Martina", year = "2015", 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.", publisher = "Elsevier Ltd", journal = "Thin-Walled Structures", title = "Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams", pages = "30-25", volume = "89", doi = "10.1016/j.tws.2014.12.005" }
Prokić, A., Mandić, R.,& Vojnić-Purcar, M.. (2015). Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams. in Thin-Walled Structures Elsevier Ltd., 89, 25-30. https://doi.org/10.1016/j.tws.2014.12.005
Prokić A, Mandić R, Vojnić-Purcar M. Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams. in Thin-Walled Structures. 2015;89:25-30. doi:10.1016/j.tws.2014.12.005 .
Prokić, Aleksandar, Mandić, Rastislav, Vojnić-Purcar, Martina, "Influence of bimoment on the torsional and flexural-torsional elastic stability of thin-walled beams" in Thin-Walled Structures, 89 (2015):25-30, https://doi.org/10.1016/j.tws.2014.12.005 . .