Detail publikace

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.

Originální název

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

Typ

článek v časopise - ostatní, Jost

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

beam, experimental verification, elastic moment, lateral torsional buckling

Autoři

HORÁČEK, M.; MELCHER, J.

Vydáno

13. 9. 2017

Nakladatel

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

Místo

Berlin

ISSN

2509-7075

Periodikum

ce/papers

Ročník

1

Číslo

2-3

Stát

Spolková republika Německo

Strany od

1417

Strany do

1426

Strany počet

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"
}