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Evaluation of the perturbation parameters in buckled rectangular pin-ended Euler struts by caustics

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dc.contributor.author Theocaris, PS en
dc.contributor.author Lazopoulos, C en
dc.date.accessioned 2014-03-01T01:08:47Z
dc.date.available 2014-03-01T01:08:47Z
dc.date.issued 1992 en
dc.identifier.issn 09391533 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10694
dc.subject Experimental Evaluation en
dc.subject Higher Order en
dc.subject.other Mathematical Techniques - Perturbation Techniques en
dc.subject.other Stresses en
dc.subject.other Elastic Buckling en
dc.subject.other Euler Struts en
dc.subject.other Reflected Caustics en
dc.subject.other Beams and Girders en
dc.title Evaluation of the perturbation parameters in buckled rectangular pin-ended Euler struts by caustics en
heal.type journalArticle en
heal.identifier.primary 10.1007/BF00808731 en
heal.identifier.secondary http://dx.doi.org/10.1007/BF00808731 en
heal.publicationDate 1992 en
heal.abstract The optical method of reflected caustics was applied to beam buckling problems. The reflected rays of a light beam (either parallel, or convergent, or divergent) on the flanks of the strut create caustics which consist of two strongly illuminated straight lines, confining the luminous region of the strut. By measuring the distance between the extremities of the caustics, the perturbation parameter s of the buckled beam can be defined. The accurate experimental evaluation of s allows the solution of the respective Euler expansion equations for the critical buckling load and its higher order terms in the post-buckling state of the strut. The method is a versatile and sensitive technique for experimentally defining the mode of elastic buckling of struts and can be extended to study plastic buckling cases. © 1992 Springer-Verlag. en
heal.publisher Springer-Verlag en
heal.journalName Archive of Applied Mechanics en
dc.identifier.doi 10.1007/BF00808731 en
dc.identifier.volume 62 en
dc.identifier.issue 2 en
dc.identifier.spage 83 en
dc.identifier.epage 90 en


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