Effects of prebuckling analyses on determining buckling loads of pin-ended circular arches

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dc.contributor.author Pi, Yong Lin en_US
dc.contributor.author Bradford, Mark en_US
dc.contributor.editor en_US
dc.date.accessioned 2011-02-07T06:17:50Z
dc.date.available 2011-02-07T06:17:50Z
dc.date.issued 2010 en_US
dc.identifier 2009007492 en_US
dc.identifier.citation Pi Yong Lin and Bradford Mark 2010, 'Effects of prebuckling analyses on determining buckling loads of pin-ended circular arches', Pergamon - Elsevier Ltd, vol. 37, no. 6, pp. 545-553. en_US
dc.identifier.issn 0093-6413 en_US
dc.identifier.other C1 en_US
dc.identifier.uri http://hdl.handle.net/10453/12990
dc.description.abstract Conventionally, when a circular arch is subjected to uniform radial loading, the difficulty in performing an accurate prebuckling analysis is usually circumvented by considering that the uniform radial loading produces axial compression, but no bending, in the arch. However, the transverse loading may produce bending as well as axial compression in the arch, particularly in shallow arches, and the arch may deform considerably prior to buckling. Treating the prebuckling stresses in the arch as being trivial is therefore questionable, and the prebuckling analysis should be carried out with caution. This paper investigates the prebuckling response of the classical analysis and its effects on determining the out-of-plane and in-plane elastic buckling loads of circular arches that are subjected to uniform radial loading. It is found that the current solutions based on the classical prebuckling analysis overestimate the in-plane buckling loads of shallow arches and underestimate the out-of-plane buckling loads of shallow arches significantly. Proper prebuckling analyses for out-of-plane and in-plane buckling are presented and new analytical solutions for the out-of-plane and in-plane buckling loads of arches are derived accounting for both axial compressive and bending actions. en_US
dc.language en_US
dc.publisher Pergamon - Elsevier Ltd en_US
dc.relation.isbasedon http://dx.doi.org/10.1016/j.mechrescom.2010.07.016 en_US
dc.title Effects of prebuckling analyses on determining buckling loads of pin-ended circular arches en_US
dc.parent Mechanics Research Communications en_US
dc.journal.volume 37 en_US
dc.journal.number 6 en_US
dc.publocation UK en_US
dc.identifier.startpage 545 en_US
dc.identifier.endpage 553 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 010200 en_US
dc.personcode 109931 en_US
dc.personcode 109670 en_US
dc.percentage 100 en_US
dc.classification.name Applied Mathematics 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 en_US
dc.description.keywords Classical analysis; Elastic; Buckling; Nonlinear; Effects of prebuckling analyses; Deep and shallow arch en_US


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