Non-linear in-plane postbuckling of arches with rotational end restraints under uniform radial loading

Pi, Y; Bradford, MA

Non-linear in-plane postbuckling of arches with rotational end restraints under uniform radial loading

Pi, Y Bradford, MA

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Publisher:: Pergamon-Elsevier Science Ltd
Publication Type:: Journal Article
Citation:: International Journal Of Non-Linear Mechanics, 2009, 44 (9), pp. 975 - 989
Issue Date:: 2009-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.date.issued	2009-01	en_US
dc.identifier.citation	International Journal Of Non-Linear Mechanics, 2009, 44 (9), pp. 975 - 989	en_US
dc.identifier.issn	0020-7462	en_US
dc.identifier.uri	http://hdl.handle.net/10453/12997
dc.description.abstract	This paper presents a thorough and comprehensive investigation of non-linear buckling and postbuckling analyses of pin-ended shallow circular arches subjected to a uniform radial load and which have equal elastic rotational end-restraints. The differenti	en_US
dc.publisher	Pergamon-Elsevier Science Ltd	en_US
dc.relation.ispartof	International Journal Of Non-Linear Mechanics	en_US
dc.relation.isbasedon	10.1016/j.ijnonlinmec.2009.07.003	en_US
dc.subject.classification	Mechanical Engineering & Transports	en_US
dc.title	Non-linear in-plane postbuckling of arches with rotational end restraints under uniform radial loading	en_US
dc.type	Journal Article
utslib.citation.volume	9	en_US
utslib.citation.volume	44	en_US
utslib.location.activity	ISI:000270618700003	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0102 Applied Mathematics	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000270618700003	en_US
dc.location.activity	ISI:A1991FB73500023
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	9	en_US
pubs.volume	44	en_US

Abstract:

This paper presents a thorough and comprehensive investigation of non-linear buckling and postbuckling analyses of pin-ended shallow circular arches subjected to a uniform radial load and which have equal elastic rotational end-restraints. The differenti

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

http://hdl.handle.net/10453/12997