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Lateral post-buckling analysis of beams

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dc.contributor.author Ioannidis, G en
dc.contributor.author Mahrenholtz, O en
dc.contributor.author Kounadis, AN en
dc.date.accessioned 2014-03-01T01:09:26Z
dc.date.available 2014-03-01T01:09:26Z
dc.date.issued 1993 en
dc.identifier.issn 0939-1533 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10981
dc.subject Branch Point en
dc.subject Carrying Capacity en
dc.subject Critical State en
dc.subject Moment of Inertia en
dc.subject.classification Mechanics en
dc.subject.other Beams and girders en
dc.subject.other Bearing capacity en
dc.subject.other Bending (deformation) en
dc.subject.other System stability en
dc.subject.other Critical bifurcation state en
dc.subject.other Lateral post buckling response en
dc.subject.other Buckling en
dc.title Lateral post-buckling analysis of beams en
heal.type journalArticle en
heal.identifier.primary 10.1007/BF00794889 en
heal.identifier.secondary http://dx.doi.org/10.1007/BF00794889 en
heal.language English en
heal.publicationDate 1993 en
heal.abstract The nonlinear lateral buckling response of perfect stocky beams in the vicinity of the critical bifurcational state is discussed. Attention is focused on the initial post-buckling response. This depends on the nature of the critical branching point which is explored by using a nonlinear (lateral) bending-curvature relationship. It is found that the plane of loading (associated with the major moment of inertia) looses its stability through a stable symmetric bifurcation point. Hence, the above beams are not sensitive to imperfections, exhibiting post-buckling strength. However, the post-buckling equilibrium path is quite shallow, so that the load-carrying capacity of such beams above the critical state is rather limited. The analysis is supplemented by illustrative examples for I-beams for which the effect of various parameters on the initial postbuckling path is also discussed. © 1993 Springer-Verlag. en
heal.publisher Springer-Verlag en
heal.journalName Archive of Applied Mechanics en
dc.identifier.doi 10.1007/BF00794889 en
dc.identifier.isi ISI:A1993LC26200001 en
dc.identifier.volume 63 en
dc.identifier.issue 3 en
dc.identifier.spage 151 en
dc.identifier.epage 158 en


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