A rational elasto-plastic spatially curved thin-walled beam element

Pi, Y; Bradford, MA; Uy, B

A rational elasto-plastic spatially curved thin-walled beam element

Pi, Y Bradford, MA Uy, B

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Publisher:: John Wiley & Sons Ltd
Publication Type:: Journal Article
Citation:: International Journal For Numerical Methods In Engineering, 2007, 70 (3), pp. 253 - 290
Issue Date:: 2007-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Uy, B	en_US
dc.date.issued	2007-01	en_US
dc.identifier.citation	International Journal For Numerical Methods In Engineering, 2007, 70 (3), pp. 253 - 290	en_US
dc.identifier.issn	0029-5981	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13024
dc.description.abstract	Torsion is one of the primary actions in members curved in space, and so an accurate spatially curved-beam element needs to be able to predict the elasto-plastic torsional behaviour of such members correctly. However, there are two major difficulties in	en_US
dc.publisher	John Wiley & Sons Ltd	en_US
dc.relation.ispartof	International Journal For Numerical Methods In Engineering	en_US
dc.relation.isbasedon	10.1002/nme.1873	en_US
dc.subject.classification	Applied Mathematics	en_US
dc.title	A rational elasto-plastic spatially curved thin-walled beam element	en_US
dc.type	Journal Article
utslib.citation.volume	3	en_US
utslib.citation.volume	70	en_US
utslib.location.activity	ISI:000245683900001	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	09 Engineering	en_US
dc.location.activity	ISI:000245683900001	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.consider-herdc	false	en_US
pubs.issue	3	en_US
pubs.volume	70	en_US

Abstract:

Torsion is one of the primary actions in members curved in space, and so an accurate spatially curved-beam element needs to be able to predict the elasto-plastic torsional behaviour of such members correctly. However, there are two major difficulties in

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/13024