Nonlinear in-plane elastic buckling of shallow circular arches under uniform radial and thermal loading

Pi, Y; Bradford, MA

Nonlinear in-plane elastic buckling of shallow circular arches under uniform radial and thermal loading

Pi, Y Bradford, MA

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Publisher:: Pergamon-Elsevier Science Ltd
Publication Type:: Journal Article
Citation:: International Journal of Mechanical Science, 2010, 52 (1), pp. 75 - 88
Issue Date:: 2010-01

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Field	Value	Language
dc.contributor.author	Pi, Y	en_US
dc.contributor.author	Bradford, MA	en_US
dc.date.issued	2010-01	en_US
dc.identifier.citation	International Journal of Mechanical Science, 2010, 52 (1), pp. 75 - 88	en_US
dc.identifier.issn	0020-7403	en_US
dc.identifier.uri	http://hdl.handle.net/10453/13009
dc.description.abstract	This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that are subjected both to a uniform temperature field and to a uniform radial load field. A virtual work method is used to establish nonlinear equilibrium equa	en_US
dc.publisher	Pergamon-Elsevier Science Ltd	en_US
dc.relation.ispartof	International Journal of Mechanical Science	en_US
dc.relation.isbasedon	10.1016/j.ijmecsci.2009.10.011	en_US
dc.subject.classification	Mechanical Engineering & Transports	en_US
dc.title	Nonlinear in-plane elastic buckling of shallow circular arches under uniform radial and thermal loading	en_US
dc.type	Journal Article
utslib.citation.volume	1	en_US
utslib.citation.volume	52	en_US
utslib.location.activity	ISI:000274078900007	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0910 Manufacturing Engineering	en_US
utslib.for	0913 Mechanical Engineering	en_US
dc.location.activity	ISI:000274078900007	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	1	en_US
pubs.volume	52	en_US

Abstract:

This paper presents a nonlinear in-plane elastic buckling analysis of circular shallow arches that are subjected both to a uniform temperature field and to a uniform radial load field. A virtual work method is used to establish nonlinear equilibrium equa

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

http://hdl.handle.net/10453/13009