Publication detail

Lateral-torsional buckling of beams of double symmetrical and mono-symmetrical cross-sections loaded perpendicularly to the axis of symmetry - Experimental verification

HORÁČEK, M. MELCHER, J.

Original Title

Lateral-torsional buckling of beams of double symmetrical and mono-symmetrical cross-sections loaded perpendicularly to the axis of symmetry - Experimental verification

Type

journal article - other

Language

English

Original Abstract

This paper focuses on the experimental verification performed in the laboratory conditions in order to prove the save and efficient design of bended beams with respect to lateral torsional buckling based on the procedures listed in the Czech or Slovak National Annex. Freely supported beams are loaded in the 1/3 of the beam with 2 point loads. The special attention is given to the method of loading, which allows free lateral torsional buckling of the beam without any restraints to the horizontal displacement and rotation of the beam.

Keywords

beam, experimental verification, elastic moment, lateral torsional buckling

Authors

HORÁČEK, M.; MELCHER, J.

Released

13. 9. 2017

Publisher

Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG

Location

Berlin

ISBN

2509-7075

Periodical

ce/papers

Year of study

1

Number

2-3

State

Federal Republic of Germany

Pages from

1417

Pages to

1426

Pages count

10

BibTex

@article{BUT139885,
  author="Martin {Horáček} and Jindřich {Melcher}",
  title="Lateral-torsional buckling of beams of double symmetrical and mono-symmetrical cross-sections loaded perpendicularly to the axis of symmetry - Experimental verification",
  journal="ce/papers",
  year="2017",
  volume="1",
  number="2-3",
  pages="1417--1426",
  doi="10.1002/cepa.184",
  issn="2509-7075"
}