A further study of flexural-torsional buckling of elastic arches

Pi, Y; Bradford, MA; Trahair, N; Chen, Y

A further study of flexural-torsional buckling of elastic arches

Pi, Y Bradford, MA Trahair, N Chen, Y

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Publisher:: World Scientific Publ Co Pte Ltd
Publication Type:: Journal Article
Citation:: International Journal of Structural Stability and Dynamics, 2005, 5 (2), pp. 163 - 183
Issue Date:: 2005-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.contributor.author	Trahair, N	en_US
dc.contributor.author	Chen, Y	en_US
dc.date.issued	2005-01	en_US
dc.identifier.citation	International Journal of Structural Stability and Dynamics, 2005, 5 (2), pp. 163 - 183	en_US
dc.identifier.issn	0219-4554	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13675
dc.description.abstract	This paper uses both a virtual work approach and a static equilibrium approach to study the elastic flexural-torsional buckling of circular arches under uniform bending, or under uniform compression. In most studies of the elastic flexural-torsional buck	en_US
dc.publisher	World Scientific Publ Co Pte Ltd	en_US
dc.relation.ispartof	International Journal of Structural Stability and Dynamics	en_US
dc.relation.isbasedon	10.1142/S0219455405001568	en_US
dc.title	A further study of flexural-torsional buckling of elastic arches	en_US
dc.type	Journal Article
utslib.citation.volume	2	en_US
utslib.citation.volume	5	en_US
utslib.location.activity	ISI:000232618200002	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000232618200002	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	2	en_US
pubs.volume	5	en_US

Abstract:

This paper uses both a virtual work approach and a static equilibrium approach to study the elastic flexural-torsional buckling of circular arches under uniform bending, or under uniform compression. In most studies of the elastic flexural-torsional buck

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http://hdl.handle.net/10453/13675