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

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dc.contributor.author Pi, Y
dc.contributor.author Bradford, MA
dc.date.accessioned 2011-02-07T06:17:59Z
dc.date.issued 2010-01
dc.identifier.citation International Journal of Mechanical Science, 2010, 52 (1), pp. 75 - 88
dc.identifier.issn 0020-7403
dc.identifier.other C1UNSUBMIT 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
dc.publisher Pergamon-Elsevier Science Ltd
dc.relation.isbasedon 10.1016/j.ijmecsci.2009.10.011
dc.title Nonlinear in-plane elastic buckling of shallow circular arches under uniform radial and thermal loading
dc.type Journal Article
dc.parent International Journal of Mechanical Science
dc.journal.volume 1
dc.journal.volume 52
dc.journal.number 1 en_US
dc.publocation Oxford en_US
dc.identifier.startpage 75 en_US
dc.identifier.endpage 88 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 0905 Civil Engineering
dc.personcode 109931
dc.percentage 100 en_US
dc.classification.name Civil Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US
dc.date.activity en_US
dc.location.activity ISI:000274078900007 en_US
dc.location.activity ISI:000274078900007
dc.location.activity ISI:000274078900007
dc.location.activity ISI:000274078900007
dc.location.activity ISI:000274078900007
dc.description.keywords Central Concentrated Load; Curved Beams; Stability en_US
dc.description.keywords Central Concentrated Load
dc.description.keywords Central Concentrated Load
dc.description.keywords Curved Beams
dc.description.keywords Curved Beams
dc.description.keywords Stability
dc.description.keywords Stability
dc.description.keywords Central Concentrated Load
dc.description.keywords Curved Beams
dc.description.keywords Stability
dc.description.keywords Central Concentrated Load
dc.description.keywords Curved Beams
dc.description.keywords Stability
pubs.embargo.period Not known
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
utslib.copyright.date 2015-04-15 12:17:09.805752+10


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