Non-linear analysis of plates by the analog equation method

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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 http://hdl.handle.net/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

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