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VILD, M.; PIJÁK, J.; BARNAT, J.; BAJER, M.; MELCHER, J.; KARMAZÍNOVÁ, M.
Original Title
Comparison of analytical and numerical methods applied to lateral torsional buckling of beams
English Title
Type
WoS Article
Original 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.
English abstract
Keywords
Beam; steel; lateral torsional buckling
Key words in English
Authors
RIV year
2018
Released
21.07.2017
Publisher
Elsevier
ISBN
1877-7058
Periodical
Procedia Engineering
Volume
195
Number
1
State
United Kingdom of Great Britain and Northern Ireland
Pages from
48
Pages to
55
Pages count
8
URL
https://doi.org/10.1016/j.proeng.2017.04.522
Full text in the Digital Library
http://hdl.handle.net/11012/69338
BibTex
@article{BUT137923, author="Martin {Vild} and Jiří {Piják} and Jan {Barnat} and Miroslav {Bajer} and Jindřich {Melcher} and Marcela {Karmazínová}", title="Comparison of analytical and numerical methods applied to lateral torsional buckling of beams", journal="Procedia Engineering", year="2017", volume="195", number="1", pages="48--55", doi="10.1016/j.proeng.2017.04.522", url="https://doi.org/10.1016/j.proeng.2017.04.522" }
Documents
1-s2.0-S187770581732074X-main