Detail publikace

Sensitivity Evaluation of the Lateral-torsional Buckling Resistance of Steel Beams

KALA, Z.

Originální název

Sensitivity Evaluation of the Lateral-torsional Buckling Resistance of Steel Beams

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper deals with statistical analysis of resistance of a hot-rolled steel IPE beam under bending. The Latin Hypercube Sampling method is used to construct computer experiments. The lateral-torsional buckling stability problem of imperfect beam is described. The influence of bending moments and warping torsion on the behaviour of the IPE beam with imperfections is analyzed. The resistance is calculated by means of the close form solution. The change of mean value and of variance of resistance was studied in dependence on the beam length. There was determined the value of nondimensional slenderness, for which the value of the variance of resistance is maximum. The problems of ultimate limit state are studied in connection with the random variability of bimoment and of bending moment around the minor axis.

Klíčová slova

Resistance, imperfections, stability, limit state, beam, lateral-torsional buckling, bending, bimoment

Autoři

KALA, Z.

Rok RIV

2015

Vydáno

23. 6. 2015

Místo

Brno

ISSN

1803-3814

Periodikum

Mendel Journal series

Stát

Česká republika

Strany od

195

Strany do

200

Strany počet

6

BibTex

@inproceedings{BUT121465,
  author="Zdeněk {Kala}",
  title="Sensitivity Evaluation of the Lateral-torsional Buckling Resistance of Steel Beams",
  booktitle="21st International Conference on Soft Computing - MENDEL 2015",
  year="2015",
  journal="Mendel Journal series",
  pages="195--200",
  address="Brno",
  issn="1803-3814"
}