Large deflections of buckled bars under distributed axial load† † All correspondence related to this paper should be addressed to Prof. P.S. Theocaris. Department of Engineering Sciences. Athens National Technical University. P.O. Box 77230. Athens Gr 175-10. Greece.

Panayotounakos, DE; Theocaris, PS

dc.contributor.author	Panayotounakos, DE	en
dc.contributor.author	Theocaris, PS	en
dc.date.accessioned	2014-03-01T01:39:24Z
dc.date.available	2014-03-01T01:39:24Z
dc.date.issued	1988	en
dc.identifier.issn	00207683	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22771
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-38249029630&partnerID=40&md5=bd80ed4d3b24d33babae6b8c3504dd01	en
dc.title	Large deflections of buckled bars under distributed axial load† † All correspondence related to this paper should be addressed to Prof. P.S. Theocaris. Department of Engineering Sciences. Athens National Technical University. P.O. Box 77230. Athens Gr 175-10. Greece.	en
heal.type	journalArticle	en
heal.publicationDate	1988	en
heal.abstract	An analysis of the strongly non-linear differential equations governing the elastica configuration of a flexible straight bar due to a longitudinal compressive force continuously distributed along its length, is presented in this paper. For the derivation of a straightforward closed-form solution of this complicated problem several functional transformations are used and a quantitative analysis is developed yielding reliable results in conformity with the physical problem. The functional transformations introduced in this paper though simple are original and useful in solving, without the use of numerical procedures, problems of non-linear elasticity. © 1988.	en
heal.journalName	International Journal of Solids and Structures	en
dc.identifier.volume	24	en
dc.identifier.issue	12	en
dc.identifier.spage	1179	en
dc.identifier.epage	1192	en