Analysis of multiple stiffened barrel shell structures by strain-based finite elements

dc.creatorAssan, AE
dc.date1999
dc.dateDEC
dc.date2014-12-02T16:28:54Z
dc.date2015-11-26T16:43:05Z
dc.date2014-12-02T16:28:54Z
dc.date2015-11-26T16:43:05Z
dc.date.accessioned2018-03-28T23:27:58Z
dc.date.available2018-03-28T23:27:58Z
dc.identifierThin-walled Structures. Elsevier Sci Ltd, v. 35, n. 4, n. 233, n. 253, 1999.
dc.identifier0263-8231
dc.identifierWOS:000084307600001
dc.identifier10.1016/S0263-8231(99)00030-0
dc.identifierhttp://www.repositorio.unicamp.br/jspui/handle/REPOSIP/54579
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/54579
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/54579
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1273483
dc.descriptionIn this paper strain-based rectangular cylindrical shell and curved arch finite elements are coupled to straight beam finite elements to analyse multiple stiffened barrel shell structures. The first two finite elements are based on assumed strains rather than displacement fields. The results obtained with this analysis are successfully compared with values derived from several commercial computer codes. (C) 1999 Elsevier Science Ltd. All rights reserved.
dc.description35
dc.description4
dc.description233
dc.description253
dc.languageen
dc.publisherElsevier Sci Ltd
dc.publisherOxford
dc.publisherInglaterra
dc.relationThin-walled Structures
dc.relationThin-Walled Struct.
dc.rightsfechado
dc.rightshttp://www.elsevier.com/about/open-access/open-access-policies/article-posting-policy
dc.sourceWeb of Science
dc.subjectcylindrical shells
dc.subjectfinite elements
dc.subjectmultiple shells
dc.subjectstiffeners
dc.titleAnalysis of multiple stiffened barrel shell structures by strain-based finite elements
dc.typeArtículos de revistas


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