Upper- and lower-bounds for rectangular plates transversely loaded

Manolakos, DE; Mamalis, AG

dc.contributor.author	Manolakos, DE	en
dc.contributor.author	Mamalis, AG	en
dc.date.accessioned	2014-03-01T01:38:58Z
dc.date.available	2014-03-01T01:38:58Z
dc.date.issued	1986	en
dc.identifier.issn	00207403	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22501
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0022921181&partnerID=40&md5=a68ab967b0096d48f241f53a74c39196	en
dc.subject.other	FAILURE ANALYSIS	en
dc.subject.other	STRESSES - Analysis	en
dc.subject.other	END-FIXITY COEFFICIENTS METHOD	en
dc.subject.other	LOADED PLATES	en
dc.subject.other	PLASTIC COLLAPSE	en
dc.subject.other	RECTANGULAR PLATES	en
dc.subject.other	PLATES	en
dc.title	Upper- and lower-bounds for rectangular plates transversely loaded	en
heal.type	journalArticle	en
heal.publicationDate	1986	en
heal.abstract	A new technique, the 'end-fixity coefficients method', is developed for the prediction of upper- and lower-bound loads to cause the plastic collapse of thin, uniformly loaded rectangular plates of rigid-perfectly plastic material, which is assumed to flow according to the Johansen yield criterion, re-deriving some well-known results and extending the analysis to other cases of loaded plates. The proposed theory has unified application for the analysis of plate bending, under various boundary conditions, taking into consideration the clamping conditions of plate sides. © 1986.	en
heal.journalName	International Journal of Mechanical Sciences	en
dc.identifier.volume	28	en
dc.identifier.issue	12	en
dc.identifier.spage	815	en
dc.identifier.epage	824	en