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BALÁZS, I. MELCHER, J.
Original Title
Stability of Thin-Walled Beams with Lateral Continuous Restraint
Type
journal article - other
Language
English
Original Abstract
Metal beams of thin-walled cross-sections have been widely used in building industry as members of load-bearing structures. Their resistance is usually limited by lateral torsional buckling. It can be increased in case a beam is laterally supported by members of cladding or ceiling construction. The paper deals with possibilities of determination of critical load of thin-walled beams with lateral continuous restraint which is crucial for beam buckling resistance assessment.
Keywords
Critical load, finite difference method, lateral torsional buckling, numerical analysis, stability, thin-walled beam
Authors
BALÁZS, I.; MELCHER, J.
RIV year
2015
Released
3. 7. 2015
Publisher
Vysoká škola báňská - Technická univerzita Ostrava
Location
Ostrava
ISBN
1804-4824
Periodical
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series
Year of study
15
Number
1
State
Czech Republic
Pages from
Pages to
10
Pages count
URL
http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT
Full text in the Digital Library
http://hdl.handle.net/11012/70099
BibTex
@article{BUT115189, author="Ivan {Balázs} and Jindřich {Melcher}", title="Stability of Thin-Walled Beams with Lateral Continuous Restraint", journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series", year="2015", volume="15", number="1", pages="1--10", doi="10.1515/tvsb-2015-0001", issn="1804-4824", url="http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT" }