Shear Effect on Cruciform Post-Buckling (No. R929)

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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	2012	en
dc.identifier.issn	1833-2781
dc.identifier.uri	https://hdl.handle.net/2123/24053
dc.description.abstract	The elastic post-torsional-buckling behaviour of a simply supported cruciform column has been analysed, and its strength has been approximated by assuming that it fails when it first yields due to the maximum normal stress induced by the axial compression. However, torsional shear stresses are induced in the post-buckling regime. The purpose of this note is to investigate the effects of these shear stresses on the first yield strength.	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	Buckling	en
dc.subject	Columns	en
dc.subject	Cruciforms	en
dc.subject	Normal stress	en
dc.subject	Post-buckling	en
dc.subject	Shear stress	en
dc.subject	Steel	en
dc.subject	Torsion	en
dc.subject	Yield	en
dc.title	Shear Effect on Cruciform Post-Buckling (No. R929)	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