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Static analysis of thin-walled structures using polynomial and exact solutions. Application to thin-walled pipes

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dc.contributor.author Kanarachos, AE en
dc.contributor.author Koutsidis, N en
dc.contributor.author Spentzas, CN en
dc.date.accessioned 2014-03-01T01:08:33Z
dc.date.available 2014-03-01T01:08:33Z
dc.date.issued 1991 en
dc.identifier.issn 0263-8231 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/10567
dc.subject Exact Solution en
dc.subject Static Analysis en
dc.subject.classification Engineering, Civil en
dc.subject.other Beams and Girders--Curved en
dc.subject.other Domes and Shells en
dc.subject.other Mathematical Techniques--Polynomials en
dc.subject.other Strain en
dc.subject.other Finite Element Procedure en
dc.subject.other Static Analysis en
dc.subject.other Thin-Walled Pipe en
dc.subject.other Pipe en
dc.title Static analysis of thin-walled structures using polynomial and exact solutions. Application to thin-walled pipes en
heal.type journalArticle en
heal.identifier.primary 10.1016/0263-8231(91)90059-R en
heal.identifier.secondary http://dx.doi.org/10.1016/0263-8231(91)90059-R en
heal.language English en
heal.publicationDate 1991 en
heal.abstract A new finite element procedure for the static analysis of beam thin-walled structures of open or closed cross-section is presented. The method is a combined or mixed one, based on the superposition of beam and shell strains and displacements. An essential part of this work is the development of new shape functions (which are either 'exact', or polynomial) for the interpolation of the shell displacements. The above method is applied to the thin-walled curved pipe problem and compared to the von Karman approach. Excellent results are obtained, as well as a drastic reduction of the total number of nodal variables. © 1991. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Thin-Walled Structures en
dc.identifier.doi 10.1016/0263-8231(91)90059-R en
dc.identifier.isi ISI:A1991FM44000001 en
dc.identifier.volume 12 en
dc.identifier.issue 2 en
dc.identifier.spage 89 en
dc.identifier.epage 112 en


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