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Detail publikačního výsledku
VALEŠ, J.; KALA, Z.; MARTINÁSEK, J.; OMISHORE, A.
Originální název
FE Nonlinear Analysis of Lateral-torsional Buckling Resistance
Anglický název
Druh
Článek Scopus
Originální abstrakt
The article focuses on the analysis of the effects of stability phenomena on the ultimate limit state of a steel beam subjected to uniform bending moment along its length. The key parameters that influence the load carrying capacity include imperfections and slenderness. The elastic and inelastic resistance obtained using the nonlinear finite element method were compared with analytical and standardised approaches in the article. The effects of warping of the end sections on the resistance and reliability of steel beams is studied. For this purpose, bending of the beam was introduced, firstly with forces on the end sections, and secondly by rotating the end sections.
Anglický abstrakt
Klíčová slova
Static, resistance, steel, beam, lateral torsional buckling, stability, imperfections, sensitivity, reliability
Klíčová slova v angličtině
Autoři
Rok RIV
2017
Vydáno
15.10.2016
ISSN
1998-4448
Periodikum
International Journal of Mechanics
Svazek
2016
Číslo
10
Stát
Spojené státy americké
Strany od
235
Strany do
241
Strany počet
7
BibTex
@article{BUT133163, author="Jan {Valeš} and Zdeněk {Kala} and Josef {Martinásek} and Abayomi {Omishore}", title="FE Nonlinear Analysis of Lateral-torsional Buckling Resistance", journal="International Journal of Mechanics", year="2016", volume="2016", number="10", pages="235--241", issn="1998-4448" }