Comparison of analytical and numerical methods applied to lateral torsional buckling of beams
Loading...
Date
2017-07-21
Authors
Vild, Martin
Piják, Jiří
Barnat, Jan
Bajer, Miroslav
Melcher, Jindřich
Karmazínová, Marcela
Advisor
Referee
Mark
Journal Title
Journal ISSN
Volume Title
Publisher
Elsevier
Altmetrics
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.
Description
Keywords
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
Document version
Published version
Date of access to the full text
Language of document
en
Study field
Comittee
Date of acceptance
Defence
Result of defence
Document licence
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/