Efficient approximate techniques for the large-deflection analysis of circular plates

Kounadis, AN; Mallis, J

dc.contributor.author	Kounadis, AN	en
dc.contributor.author	Mallis, J	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	00198528	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22759
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-18844472083&partnerID=40&md5=4a1d4812ac0d0dd1173c98e6d14605b2	en
dc.subject.other	Mathematical Techniques--Iterative Methods	en
dc.subject.other	Structural Design	en
dc.subject.other	Approximation Techniques	en
dc.subject.other	Convergence	en
dc.subject.other	Large Deflection Analysis	en
dc.subject.other	Thin Circular Plates	en
dc.subject.other	Plates	en
dc.title	Efficient approximate techniques for the large-deflection analysis of circular plates	en
heal.type	journalArticle	en
heal.publicationDate	1988	en
heal.abstract	An approximate solution methodology for the large-deflection analysis of a thin circular plate rigidly clamped at its edge and subjected to a uniformly distributed (axisymmetric) load is developed. The solution technique is based on an efficient and reliable iterative scheme. Convergence and uniqueness of the approximate technique are thoroughly discussed. Another simplified method based on the foregoing technique, which is very appropriate for structural design purposes, is also presented. The numerical results of this analysis are compared with other solutions.	en
heal.journalName	Industrial Mathematics	en
dc.identifier.volume	38 pt 1	en
dc.identifier.spage	49	en
dc.identifier.epage	69	en