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Design rules for distortional lateral buckling in continuous composite beams
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Johnson, R. P. (Roger Paul) (2009) Design rules for distortional lateral buckling in continuous composite beams. In: 9th International Conference on Steel Concrete Composite and Hybrid Structures, Leeds, England, July 08-10, 2009. Published in: Steel Concrete Composite and Hybrid Structures pp. 175-182. ISBN 978-981-08-3068-7.
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Abstract
In the Eurocodes, the rules for checking distortional lateral buckling of a steel flange of a composite beam appear as equations in which interaction of the parameters is obscure. The relevant theories are summarized. Graphs that give values for the elastic critical buckling resistance, the forces applied to lateral restraints and the effect of non-stiff end supports are derived from the equations and shown to be in good agreement with theory. Their use could speed Lip the iterative stage of the design of lateral restraints.
Item Type: | Conference Item (Paper) | ||||
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Subjects: | T Technology > TH Building construction T Technology > TA Engineering (General). Civil engineering (General) |
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Divisions: | Faculty of Science, Engineering and Medicine > Engineering > Engineering | ||||
Journal or Publication Title: | Steel Concrete Composite and Hybrid Structures | ||||
Publisher: | Research Publishing | ||||
ISBN: | 978-981-08-3068-7 | ||||
Editor: | Lam, D | ||||
Official Date: | 2009 | ||||
Dates: |
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Number of Pages: | 8 | ||||
Page Range: | pp. 175-182 | ||||
Status: | Peer Reviewed | ||||
Publication Status: | Published | ||||
Access rights to Published version: | Restricted or Subscription Access | ||||
Conference Paper Type: | Paper | ||||
Title of Event: | 9th International Conference on Steel Concrete Composite and Hybrid Structures | ||||
Type of Event: | Conference | ||||
Location of Event: | Leeds, England | ||||
Date(s) of Event: | July 08-10, 2009 |
Data sourced from Thomson Reuters' Web of Knowledge
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