Non-linear analysis of plates by the analog equation method

Katsikadelis, JT; Nerantzaki, MS

dc.contributor.author	Katsikadelis, JT	en
dc.contributor.author	Nerantzaki, MS	en
dc.date.accessioned	2014-03-01T02:48:12Z
dc.date.available	2014-03-01T02:48:12Z
dc.date.issued	1993	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33622
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0027847513&partnerID=40&md5=ed53ce2a8fe800060a98938b5c9f43ca	en
dc.subject.other	Bending (deformation)	en
dc.subject.other	Deflection (structures)	en
dc.subject.other	Nonlinear equations	en
dc.subject.other	Numerical methods	en
dc.subject.other	Stress analysis	en
dc.subject.other	Fictitious loads	en
dc.subject.other	Large deflections	en
dc.subject.other	Load distributions	en
dc.subject.other	Plates (structural components)	en
dc.title	Non-linear analysis of plates by the analog equation method	en
heal.type	conferenceItem	en
heal.publicationDate	1993	en
heal.abstract	The analog equation method is applied to large deflection analysis of thin elastic plates. The Von-Karman plate theory is adopted. The deflection and the stress function of the non-linear problem are established by solving two linear uncoupled plate bending problems under the same boundary conditions subjected to 'appropriate' (equivalent) fictitious loads. Numerical examples are presented which illustrate the efficiency and the accuracy of the proposed method.	en
heal.publisher	Publ by Computational Mechanics Publ, Southampton, United Kingdom	en
heal.journalName	Boundary Element XV: Stress Analysis	en
dc.identifier.spage	165	en
dc.identifier.epage	178	en