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Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica

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dc.contributor.author Kounadis, AN en
dc.date.accessioned 2014-03-01T01:07:08Z
dc.date.available 2014-03-01T01:07:08Z
dc.date.issued 1988 en
dc.identifier.issn 0020-7683 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/9815
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-38249032295&partnerID=40&md5=01cd7c7cb0ff446b08ca4499610527dc en
dc.subject.classification Mechanics en
dc.title Efficiency and accuracy of linearized postbuckling analyses of frames based on elastica en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1988 en
heal.abstract The efficiency, accuracy and ease in use of linearized stability analyses for establishing the postbuckling response of rigid jointed frames is discussed using as a model a simple rectangular frame. This is accomplished by comparing a variety of results of the linearized stability analyses with those of the exact elastica analysis the governing equations of which appear for the first time in the technical literature; important conclusions on the accuracy and range of applicability of the foregoing linearized stability analyses are drawn. It is found that the completely linearized stability analysis, corresponding to a linear boundary-value problem, furnishes very reliable results which are quite near to those of the widely used non-linear kinematic stability analysis and much more accurate than those of the standard (incompressible) elastica; thus the former analysis, being the simplest possible postbuckling analysis, constitutes, for structural design purposes the most powerful method for determining the initial postbuckling response of frames. © 1988. en
heal.publisher PERGAMON-ELSEVIER SCIENCE LTD en
heal.journalName International Journal of Solids and Structures en
dc.identifier.isi ISI:A1988R517600002 en
dc.identifier.volume 24 en
dc.identifier.issue 11 en
dc.identifier.spage 1097 en
dc.identifier.epage 1112 en


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