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...
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Format: | Article |
Language: | English |
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VŠB-Technical University of Ostrava, Faculty of Civil Engineering
2015-06-01
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Series: | Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series |
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Online Access: | http://www.degruyter.com/view/j/tvsb.2015.15.issue-1/tvsb-2015-0001/tvsb-2015-0001.xml?format=INT |
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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 |