Thermoelastic lateral-torsional buckling of fixed slender beams under linear temperature gradient

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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 2011-02-07T06:17:46Z
dc.date.available 2011-02-07T06:17:46Z
dc.date.issued 2008 en_US
dc.identifier 2009008036 en_US
dc.identifier.citation Pi Yong Lin and Bradford Mark 2008, 'Thermoelastic lateral-torsional buckling of fixed slender beams under linear temperature gradient', Pergamon-Elsevier Science Ltd, vol. 50, no. 7, pp. 1183-1193. en_US
dc.identifier.issn 0020-7403 en_US
dc.identifier.other C1UNSUBMIT en_US
dc.identifier.uri http://hdl.handle.net/10453/12982
dc.description.abstract The thermal expansions and rotations that result from a linear in-plane temperature gradient field are fully restrained at the ends of a fixed beam. These restrained expansions and rotations will produce internal bending and compressive actions in the be en_US
dc.language en_US
dc.publisher Pergamon-Elsevier Science Ltd en_US
dc.relation.isbasedon http://dx.doi.org/10.1016/j.ijmecsci.2008.04.004 en_US
dc.title Thermoelastic lateral-torsional buckling of fixed slender beams under linear temperature gradient en_US
dc.parent International Journal of Mechanical Science en_US
dc.journal.volume 50 en_US
dc.journal.number 7 en_US
dc.publocation Oxford en_US
dc.identifier.startpage 1183 en_US
dc.identifier.endpage 1193 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 090500 en_US
dc.personcode 109931 en_US
dc.personcode 109670 en_US
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:000258351000005 en_US
dc.description.keywords NA en_US


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