Nonlinear static and dynamic analysis of shells of revolution

Basit Öğe Kaydı
dc.contributor.authorPolat, Cengiz
dc.contributor.authorCalayir, Yusuf
dc.date.accessioned2026-08-12T17:14:15Z
dc.date.issued2010
dc.departmentFırat Üniversitesi
dc.description.abstractIn this study, geometrically nonlinear static and dynamic response of shells of revolution is investigated using an isoparametric axisymmetric shell element. The formulation is based on the total Lagrangian approach and the material behavior is assumed to be linearly elastic. The Arclength method is used to analyze the post-buckling behavior and the Newmark's integration technique coupled with the Newton-Raphson iteration scheme is employed for dynamic responses. Various numerical examples are performed to obtain the geometrically nonlinear static and dynamic behavior of shells of revolution subjected to step loads. (C) 2010 Elsevier Ltd. All rights reserved.
dc.identifier.doi10.1016/j.mechrescom.2009.12.009
dc.identifier.endpage209
dc.identifier.issn0093-6413
dc.identifier.issn1873-3972
dc.identifier.issue2
dc.identifier.scopus2-s2.0-77649336262
dc.identifier.scopusqualityQ2
dc.identifier.startpage205
dc.identifier.urihttps://doi.org/10.1016/j.mechrescom.2009.12.009
dc.identifier.urihttps://hdl.handle.net/11508/51752
dc.identifier.volume37
dc.identifier.wosWOS:000276731500015
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherPergamon-Elsevier Science Ltd
dc.relation.ispartofMechanics Research Communications
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectShells of revolution
dc.subjectGeometric nonlinearity
dc.subjectStatic and dynamic analysis
dc.titleNonlinear static and dynamic analysis of shells of revolution
dc.typeArticle

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu