Detail publikace

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.

Originální název

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

Anglický název

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

Jazyk

en

Originální abstrakt

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.

Anglický abstrakt

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.

Plný text v Digitální knihovně

Dokumenty

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"
}