Comparison of analytical and numerical methods applied to lateral torsional buckling of beams

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU124134" target="_blank" >RIV/00216305:26110/17:PU124134 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1016/j.proeng.2017.04.522" target="_blank" >https://doi.org/10.1016/j.proeng.2017.04.522</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.proeng.2017.04.522" target="_blank" >10.1016/j.proeng.2017.04.522</a>

Result language
angličtina
Original language name
Comparison of analytical and numerical methods applied to lateral torsional buckling of beams
Original language description
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.
Czech name
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Czech description
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Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
<a href="/en/project/GA14-25320S" target="_blank" >GA14-25320S: Aspects of the use of complex nonlinear material models</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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