Detail publikace

Sensitivity analysis of static resistance of slender beam under bending

VALEŠ, J.

Originální název

Sensitivity analysis of static resistance of slender beam under bending

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper deals with statical and sensitivity analyses of resistance of simply supported I-beams under bending. The resistance was solved by geometrically nonlinear finite element method in the programme Ansys. The beams are modelled with initial geometrical imperfections following the first eigenmode of buckling. Imperfections were, together with geometrical characteristics of cross section, and material characteristics of steel, considered as random quantities. The method Latin Hypercube Sampling was applied to evaluate statistical and sensitivity resistance analyses.

Klíčová slova

Lateral-torsional buckling, resistance, slenderness, stress, imperfections, I-section beam, sensitivity

Autoři

VALEŠ, J.

Vydáno

15. 6. 2016

ISBN

978-0-7354-1392-4

Kniha

International Conference of Numerical Analysis and Applied Mathematics 2015 (ICNAA?M 2015)

ISSN

0094-243X

Periodikum

AIP conference proceedings

Ročník

2016

Číslo

1738

Stát

Spojené státy americké

Strany od

1

Strany do

4

Strany počet

4

BibTex

@inproceedings{BUT128573,
  author="Jan {Valeš}",
  title="Sensitivity analysis of static resistance of slender beam under bending",
  booktitle="International Conference of Numerical Analysis and Applied Mathematics 2015 (ICNAA?M 2015)",
  year="2016",
  journal="AIP conference proceedings",
  volume="2016",
  number="1738",
  pages="1--4",
  doi="10.1063/1.4952169",
  isbn="978-0-7354-1392-4",
  issn="0094-243X"
}