Detail publikace

Modelling and Statistical Approaches to Lateral-torsional Buckling

KALA, Z. VALEŠ, J.

Originální název

Modelling and Statistical Approaches to Lateral-torsional Buckling

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

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.

Klíčová slova

Stability, Imperfection, Beam, Steel, Lateral-torsional Buckling, Reliability

Autoři

KALA, Z.; VALEŠ, J.

Rok RIV

2014

Vydáno

14. 2. 2014

Místo

Switzerland

ISBN

978-3-03835-147-4

Kniha

Advanced Materials Research

ISSN

1022-6680

Periodikum

Advanced Materials Research

Ročník

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"
}