Comparison of analytical and numerical methods applied to lateral torsional buckling of beams
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Date
2017-07-21
Authors
Vild, Martin
Piják, Jiří
Barnat, Jan
Bajer, Miroslav
Melcher, Jindřich
Karmazínová, Marcela
0000-0002-2327-3162Advisor
Referee
Mark
Journal Title
Journal ISSN
Volume Title
Publisher
Elsevier
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Abstract
The paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric cross-section shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements.
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Citation
Procedia Engineering. 2017, vol. 195, issue 1, p. 48-55.
https://doi.org/10.1016/j.proeng.2017.04.522
https://doi.org/10.1016/j.proeng.2017.04.522
Document type
Peer-reviewed
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Published version
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Language of document
en
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Date of acceptance
Defence
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
http://creativecommons.org/licenses/by-nc-nd/4.0/