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.description.keywords Central Concentrated Load; Curved Beams; Stability en_US
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
utslib.collection.history Closed (ID: 3)


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