Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads

Pi, Y; Bradford, MA; Tin-loi, F

Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads

Pi, Y Bradford, MA Tin-loi, F

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Publisher:: Elsevier Sci Ltd
Publication Type:: Journal Article
Citation:: Thin-Walled Structures, 2007, 45 (3), pp. 352 - 362
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	Tin-loi, F	en_US
dc.date.issued	2007-01	en_US
dc.identifier.citation	Thin-Walled Structures, 2007, 45 (3), pp. 352 - 362	en_US
dc.identifier.issn	0263-8231	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13659
dc.description.abstract	An arch with an open thin-walled section that is subjected to a radial load uniformly distributed around the arch axis may suddenly buckle out of its plane of loading and fail in a flexural-torsional buckling mode. The classical flexural-torsional buckli	en_US
dc.publisher	Elsevier Sci Ltd	en_US
dc.relation.ispartof	Thin-Walled Structures	en_US
dc.relation.isbasedon	10.1016/j.tws.2007.02.002	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads	en_US
dc.type	Journal Article
utslib.citation.volume	3	en_US
utslib.citation.volume	45	en_US
utslib.location.activity	ISI:000247577300010	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
utslib.for	0901 Aerospace Engineering	en_US
dc.location.activity	ISI:000247577300010	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	45	en_US

Abstract:

An arch with an open thin-walled section that is subjected to a radial load uniformly distributed around the arch axis may suddenly buckle out of its plane of loading and fail in a flexural-torsional buckling mode. The classical flexural-torsional buckli

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

http://hdl.handle.net/10453/13659