Nonlinear buckling of simple frames subjected to a uniform couple distribution

Kounadis, AN

dc.contributor.author	Kounadis, AN	en
dc.date.accessioned	2014-03-01T01:05:57Z
dc.date.available	2014-03-01T01:05:57Z
dc.date.issued	1981	en
dc.identifier.issn	0020-7225	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9081
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0019687127&partnerID=40&md5=950387a55331375f1567e58d0c7366af	en
dc.subject.classification	Engineering, Multidisciplinary	en
dc.subject.other	STRUCTURAL ANALYSIS - Mathematical Models	en
dc.subject.other	BARS	en
dc.title	Nonlinear buckling of simple frames subjected to a uniform couple distribution	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1981	en
heal.abstract	In this investigation a variational approach is employed to examine the post-buckling behavior of simple frames subjected to a uniform couple distribution. It is established that these frames lose their stability through a limit point. Moreover, their primary path is associated with bending from the onset of loading. The analysis of two discrete models provides a better understanding into the actual mechanism of buckling associated with the aforegoing type of loading. © 1981.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	International Journal of Engineering Science	en
dc.identifier.isi	ISI:A1981LX56700002	en
dc.identifier.volume	19	en
dc.identifier.issue	10	en
dc.identifier.spage	1311	en
dc.identifier.epage	1319	en