Detail publikace

Lateral-Torsional Buckling Analysis of I-Beams using Shell Finite Elements and Nonlinear Computation Methods

KALA, Z. KALA, J.

Originální název

Lateral-Torsional Buckling Analysis of I-Beams using Shell Finite Elements and Nonlinear Computation Methods

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper deals with the influence of correlation length, of Gauss random field, and of yield strength of a hot-rolled I-beam under bending on the ultimate load carrying capacity limit state. Load carrying capacity is an output random quantity depending on input random imperfections. Latin Hypercube Sampling Method is used for sampling simulation. Load carrying capacity is computed by the programme ANSYS using shell finite elements and nonlinear computation methods. The nonlinear FEM computation model takes into consideration the effect of lateral-torsional buckling on the ultimate limit state.

Klíčová slova

FEM, beam, shells, buckling, nonlinear analysis, imperfections, yield strength, random field.

Autoři

KALA, Z.; KALA, J.

Rok RIV

2012

Vydáno

19. 9. 2012

Místo

Greece

ISBN

978-0-7354-1091-6

Kniha

Numerical Analysis and Applied Mathematics ICNAAM 2012

Strany od

2066

Strany do

2069

Strany počet

4

BibTex

@inproceedings{BUT97900,
  author="Zdeněk {Kala} and Jiří {Kala}",
  title="Lateral-Torsional Buckling Analysis of I-Beams using Shell Finite Elements and Nonlinear Computation Methods",
  booktitle="Numerical Analysis and Applied Mathematics ICNAAM 2012",
  year="2012",
  pages="2066--2069",
  address="Greece",
  isbn="978-0-7354-1091-6"
}