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Simulation of cold-formed steel beams in global and distortional buckling

Research output: Chapter in Book/Report/Conference proceedingConference contributionScientificpeer-review

Details

Original languageEnglish
Title of host publicationAdvanced Materials and Processes IV
PublisherTrans Tech Publications Ltd
Pages1037-1041
Number of pages5
Volume633-634
ISBN (Electronic)9783038352563
DOIs
Publication statusPublished - 2014
Externally publishedYes
Publication typeA4 Article in a conference publication
Event4th International Conference on Advanced Design and Manufacturing Engineering, ADME 2014 - Hangzhou, China
Duration: 26 Jul 201427 Jul 2014

Publication series

NameApplied Mechanics and Materials
Volume633-634
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference4th International Conference on Advanced Design and Manufacturing Engineering, ADME 2014
CountryChina
CityHangzhou
Period26/07/1427/07/14

Abstract

This article provides the numerical elastic buckling analysis of simply supported cold-formed lipped channels subjected to pure bending. A methodology for computing simulation of a new type of thin-walled thermo-profile (reticular-stretched) is developed. For flexural elements buckling modes and values of critical force are calculated. FE simulation evaluates the influence of web height and span on the critical load and buckling modes for cold formed beams of different lengths.

ASJC Scopus subject areas

Keywords

  • Bending, Buckling modes, Critical force, Elastic buckling, Web height