Lateral Buckling of Steel SIGMA-cross-section Beams with Web Holes

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90676" target="_blank" >RIV/00216305:26110/10:PU90676 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Lateral Buckling of Steel SIGMA-cross-section Beams with Web Holes
Original language description
In this paper the study on lateral flexural-torsional buckling of steel Sigma-cross-section beams with web holes has been presented. The analysis of corresponding stability problem is based on general approach derived for a group of beams including at least monosymmetric sections loaded transversally to their plane of symmetry. The effective flexural and torsional stiffness of steel beams with holes was verified by tests. The results of theoretical analysis were compared with specification design procedure and also with actual behaviour of set of beams investigated by experiments.
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F07%2F0628" target="_blank" >GA103/07/0628: Reliable and effective design of load-carrying structures using experimental results</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
SDSS Rio 2010 - International Colloquium Stability and Ductility of Steel Structures.
ISBN
978-85-285-0137-7
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
Federal University of Rio de janeiro
Place of publication
Rio de Janeiro
Event location
Rio de Janeiro
Event date
Sep 8, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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