A PARAMETRIC STUDY FOR FOUR NODE BILINEAR EAS SHELL ELEMENTS

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dc.contributor.authorPolat, Cengiz
dc.date.accessioned2026-08-12T17:14:26Z
dc.date.issued2010
dc.departmentFırat Üniversitesi
dc.description.abstractA locking free formulation of 4-node bilinear shell element and its application to shell structures is demonstrated. The Enhanced Assumed Strain (EAS) method based on three-field variational principle of Hu-Washizu is used in the formulation. Transverse shear locking and membrane locking are circumvented by means of enhancing the displacement-dependent strain field with extra assumed strain field. Several benchmark shell problems are analyzed.
dc.identifier.doi10.1017/S1727719100004639
dc.identifier.endpage438
dc.identifier.issn1727-7191
dc.identifier.issn1811-8216
dc.identifier.issue4
dc.identifier.scopus2-s2.0-78650445281
dc.identifier.scopusqualityQ2
dc.identifier.startpage431
dc.identifier.urihttps://doi.org/10.1017/S1727719100004639
dc.identifier.urihttps://hdl.handle.net/11508/51830
dc.identifier.volume26
dc.identifier.wosWOS:000285805200001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherCambridge Univ Press
dc.relation.ispartofJournal of Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20260511
dc.subjectShell finite element
dc.subjectEAS method
dc.subjectShear and membrane locking
dc.titleA PARAMETRIC STUDY FOR FOUR NODE BILINEAR EAS SHELL ELEMENTS
dc.typeArticle

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