Publication detail

Modelling and Statistical Approaches to Lateral-torsional Buckling

KALA, Z. VALEŠ, J.

Original Title

Modelling and Statistical Approaches to Lateral-torsional Buckling

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

KALA, Z.; VALEŠ, J.

RIV year

2014

Released

14. 2. 2014

Location

Switzerland

ISBN

978-3-03835-147-4

Book

Advanced Materials Research

ISBN

1022-6680

Periodical

Advanced Materials Research

Year of study

969

Number

2014

State

Swiss Confederation

Pages from

259

Pages to

264

Pages count

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"
}