A new boundary element solution of thick plates modelled by Reissner's theory

Katsikadelis, JT; Yotis, AJ

dc.contributor.author	Katsikadelis, JT	en
dc.contributor.author	Yotis, AJ	en
dc.date.accessioned	2014-03-01T01:41:47Z
dc.date.available	2014-03-01T01:41:47Z
dc.date.issued	1993	en
dc.identifier.issn	09557997	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23642
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0027803314&partnerID=40&md5=bf5fd6a1bcfe3f50dedb1672c9828bb8	en
dc.subject	Boundary elements	en
dc.subject	plate bending	en
dc.subject	Reissner's theory	en
dc.subject	shear deformation	en
dc.subject	thick plates	en
dc.subject.other	Boundary element method	en
dc.subject.other	Shear stress	en
dc.subject.other	plate bending	en
dc.subject.other	Reissner's theory	en
dc.subject.other	Shear deformation	en
dc.subject.other	Thick plates,	en
dc.subject.other	Plates (structural components)	en
dc.title	A new boundary element solution of thick plates modelled by Reissner's theory	en
heal.type	journalArticle	en
heal.publicationDate	1993	en
heal.abstract	A boundary element method is developed for the analysis of thick plates. The behaviour of the plate is described by Reissner's equations which permit the satisfaction of three boundary conditions. The solution is expressed in terms of two potentials, one biharmonic and one Bessel's. The potentials are established from their integral representations after the solution of six boundary equations, three integral and three differential. Numerical results are presented for various edge conditions and are compared against analytical or finite element solutions to illustrate the accuracy and the effectiveness of the proposed method. © 1993.	en
heal.journalName	Engineering Analysis with Boundary Elements	en
dc.identifier.volume	12	en
dc.identifier.issue	1	en
dc.identifier.spage	65	en
dc.identifier.epage	74	en