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Detail publikačního výsledku
KALA, Z.; VALEŠ, J.
Originální název
Modelling and Statistical Approaches to Lateral-torsional Buckling
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
Some particular and selected problems aimed at ultimate limit state and probability-based studies pertaining to lateral-torsional buckling of steel beams are described. Stochastic analysis of the ultimate limit state of a slender member IPE220 under bending was elaborated. The values of non-dimensional slenderness for which the statistical characteristics of random load-carrying capacity are maximal were determined. The stochastic computational model was created in the programme ANSYS. Geometric nonlinear solution was employed. In the conclusion of the article, the question of the random effect of the initial rotation of the cross-section on the load-carrying capacity is discussed.
Anglický abstrakt
Klíčová slova
Stability, Imperfection, Beam, Steel, Lateral-torsional Buckling, Reliability
Klíčová slova v angličtině
Autoři
Vydáno
14.02.2014
Místo
Switzerland
ISBN
978-3-03835-147-4
Kniha
Advanced Materials Research
ISSN
1022-6680
Periodikum
Svazek
969
Číslo
2014
Stát
Švýcarská konfederace
Strany od
259
Strany do
264
Strany počet
6
BibTex
@inproceedings{BUT114225, author="Zdeněk {Kala} and Jan {Valeš}", title="Modelling and Statistical Approaches to Lateral-torsional Buckling", booktitle="Advanced Materials Research", year="2014", journal="Advanced Materials Research", volume="969", number="2014", pages="259--264", address="Switzerland", isbn="978-3-03835-147-4", issn="1022-6680" }