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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" }