Wagners Beam Cycle (No. R916)

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Open Access

Field	Value	Language
dc.contributor.author	Trahair, Nicholas S.
dc.date.accessioned	2020-12-01
dc.date.available	2020-12-01
dc.date.issued	2011	en
dc.identifier.issn	1833-2781
dc.identifier.uri	https://hdl.handle.net/2123/24044
dc.description.abstract	This paper summarises a number of research studies on the torsion and buckling behaviour of beams which derive from a theory developed by Wagner, who extended Timoshenko’s treatment of the elastic buckling of I-section beams and columns to members of general thin-walled open cross-section. These studies include applications of the first-order Wagner theory to the buckling of beams and cantilevers, and of the second-order Wagner theory to the large rotations and post-buckling behaviour of beams.	en
dc.language.iso	en	en
dc.publisher	School of Civil Engineering, The University of Sydney	en
dc.rights	Copyright All Rights Reserved	en
dc.subject	Civil Engineering	en
dc.subject	Beams	en
dc.subject	Bending	en
dc.subject	Buckling	en
dc.subject	Large rotations	en
dc.subject	Post-buckling	en
dc.subject	Steel	en
dc.subject	Thin-walled sections	en
dc.subject	Torsion	en
dc.title	Wagners Beam Cycle (No. R916)	en
dc.type	Report, Research	en
dc.subject.asrc	0905 Civil Engineering	en
usyd.faculty	SeS faculties schools::Faculty of Engineering::School of Civil Engineering	en
usyd.department	Centre for Advanced Structural Engineering	en
workflow.metadata.only	No	en