Co-rotational formulation of a solid-shell element utilizing the ANS and EAS methods

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dc.contributor.authorPolat, Cengiz
dc.date.accessioned2026-08-12T16:13:36Z
dc.date.issued2010
dc.departmentFırat Üniversitesi
dc.description.abstractAn efficient eight-node solid-shell element is demonstrated. The Assumed Natural Strain (ANS) and the Enhanced Assumed Strain (EAS) methods are used to alleviate the locking problems. A co-rotational formulation is adopted in the description, thus geometric nonlinearity is taken into account by rotation of the local coordinate system. Several benchmark problems are examined to demonstrate the efficiency of the element.
dc.identifier.endpage778
dc.identifier.issn1429-2955
dc.identifier.issue3
dc.identifier.scopus2-s2.0-77955704588
dc.identifier.scopusqualityQ3
dc.identifier.startpage771
dc.identifier.urihttps://hdl.handle.net/11508/43128
dc.identifier.volume48
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherPolish Society of Theoretical and Allied Mechanics
dc.relation.ispartofJournal of Theoretical and Applied Mechanics
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20260511
dc.subjectANS-EAS method; Co-rotational formulation; Solid-shell element
dc.titleCo-rotational formulation of a solid-shell element utilizing the ANS and EAS methods
dc.typeArticle

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