Publication detail

Stability of Thin-Walled Beams with Lateral Continuous Restraint

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

1

Pages to

10

Pages count

10

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"
}