Publication detail

Comparison of analytical and numerical methods applied to lateral torsional buckling of beams

VILD, M. PIJÁK, J. BARNAT, J. BAJER, M. MELCHER, J. KARMAZÍNOVÁ, M.

Original Title

Comparison of analytical and numerical methods applied to lateral torsional buckling of beams

English Title

Comparison of analytical and numerical methods applied to lateral torsional buckling of beams

Type

journal article in Web of Science

Language

en

Original Abstract

The paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric cross-section shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements.

English abstract

The paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric cross-section shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements.

Keywords

Beam; steel; lateral torsional buckling

Released

21.07.2017

Publisher

Elsevier

ISBN

1877-7058

Periodical

Procedia Engineering

Year of study

195

Number

1

State

NL

Pages from

48

Pages to

55

Pages count

8

URL

Full text in the Digital Library

Documents

BibTex


@article{BUT137923,
  author="Martin {Vild} and Jiří {Piják} and Jan {Barnat} and Miroslav {Bajer} and Jindřich {Melcher} and Marcela {Karmazínová}",
  title="Comparison of analytical and numerical methods applied to lateral torsional buckling of beams",
  annote="The paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric cross-section shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements.",
  address="Elsevier",
  chapter="137923",
  doi="10.1016/j.proeng.2017.04.522",
  howpublished="online",
  institution="Elsevier",
  number="1",
  volume="195",
  year="2017",
  month="july",
  pages="48--55",
  publisher="Elsevier",
  type="journal article in Web of Science"
}