Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
5026840 | Procedia Engineering | 2017 | 8 Pages |
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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Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Martin Vild, JiÅÃ Piják, Jan Barnat, Miroslav Bajer, JindÅich Melcher, Marcela KarmazÃnová,