Laterally restrained beam columns with uniform biaxial loading

The analytical and experimental results for sixteen beam columns with uniform biaxial loading and an enforced axis of rotation are presented. The theoretical behaviour is predicted using a finite beam column element computer program which allows for non-linear elastic effects and the formation of co...

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Bibliographic Details
Published inInternational journal of mechanical sciences Vol. 15; no. 9; pp. 765 - 773
Main Authors Harung, H.S., Millar, M.A.
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.1973
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Summary:The analytical and experimental results for sixteen beam columns with uniform biaxial loading and an enforced axis of rotation are presented. The theoretical behaviour is predicted using a finite beam column element computer program which allows for non-linear elastic effects and the formation of complex plastic hinges. The iteration procedure increases the external loads incrementally, thus allowing the complete load-deflexion behaviour up to failure to be examined. A theoretical investigation is made of the effect of flange plates at the beam column ends, the number of lateral supports and geometrical imperfections.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:0020-7403
1879-2162
DOI:10.1016/0020-7403(73)90054-4