Publication detail

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

KALA, Z. KALA, J.

Original Title

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

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

KALA, Z.; KALA, J.

RIV year

2012

Released

19. 9. 2012

Location

Greece

ISBN

978-0-7354-1091-6

Book

Numerical Analysis and Applied Mathematics ICNAAM 2012

Pages from

2066

Pages to

2069

Pages count

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"
}