Stability of Thin-Walled Beams with Lateral Continuous Restraint

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...

Full description

Bibliographic Details
Main Authors: Balázs Ivan, Melcher Jindřich
Format: Article
Language:English
Published: VŠB-Technical University of Ostrava, Faculty of Civil Engineering 2015-06-01
Series:Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Subjects:
Online Access:http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT
_version_ 1797817241602883584
author Balázs Ivan
Melcher Jindřich
author_facet Balázs Ivan
Melcher Jindřich
author_sort Balázs Ivan
collection DOAJ
description 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
first_indexed 2024-03-13T08:50:23Z
format Article
id doaj.art-a2a4380ee25e486d9683187b274faf65
institution Directory Open Access Journal
issn 1804-4824
language English
last_indexed 2024-03-13T08:50:23Z
publishDate 2015-06-01
publisher VŠB-Technical University of Ostrava, Faculty of Civil Engineering
record_format Article
series Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
spelling doaj.art-a2a4380ee25e486d9683187b274faf652023-05-29T13:15:28ZengVŠB-Technical University of Ostrava, Faculty of Civil EngineeringTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242015-06-0115111010.1515/tvsb-2015-0001tvsb-2015-0001Stability of Thin-Walled Beams with Lateral Continuous RestraintBalázs Ivan0Melcher Jindřich1Institute of Metal and Timber Structures, Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech RepublicInstitute of Metal and Timber Structures, Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech RepublicMetal 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 assessmenthttp://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INTCritical loadfinite difference methodlateral torsional bucklingnumerical analysisstabilitythin-walled beam
spellingShingle Balázs Ivan
Melcher Jindřich
Stability of Thin-Walled Beams with Lateral Continuous Restraint
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Critical load
finite difference method
lateral torsional buckling
numerical analysis
stability
thin-walled beam
title Stability of Thin-Walled Beams with Lateral Continuous Restraint
title_full Stability of Thin-Walled Beams with Lateral Continuous Restraint
title_fullStr Stability of Thin-Walled Beams with Lateral Continuous Restraint
title_full_unstemmed Stability of Thin-Walled Beams with Lateral Continuous Restraint
title_short Stability of Thin-Walled Beams with Lateral Continuous Restraint
title_sort stability of thin walled beams with lateral continuous restraint
topic Critical load
finite difference method
lateral torsional buckling
numerical analysis
stability
thin-walled beam
url http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT
work_keys_str_mv AT balazsivan stabilityofthinwalledbeamswithlateralcontinuousrestraint
AT melcherjindrich stabilityofthinwalledbeamswithlateralcontinuousrestraint