Elastic and geometric stiffness matrices for thın walled stiffener element

dc.contributor.authorSaylan, Şerif
dc.contributor.authorToridis, Theodore
dc.date.accessioned2023-03-30T10:41:43Z
dc.date.available2023-03-30T10:41:43Z
dc.date.issued1984
dc.description.abstractElastic and geometric stiffness matrices for a structural stiffener member are obtained using the differential equations given by Chen and Atsuta 4. Presence of additional elements over the conventional form is observed in the geometric Stiffness matrix. The known transformation matrix is used to express the elements displacements with respect to the middle surface of the stiffened plate.
dc.identifier.citationSaylan, S. ve Toridis, T.G. (1984). "Elastic and geometric stiffness matrices for thın walled stiffener element". Uludağ Üniversitesi Mühendislik Dergisi, 1(1), 57-67.
dc.identifier.endpage67
dc.identifier.issn2148-4147
dc.identifier.issue1
dc.identifier.startpage57
dc.identifier.urihttp://hdl.handle.net/11452/32077
dc.identifier.volume1
dc.language.isoen
dc.publisherUludağ Üniversitesi
dc.relation.journalUludağ Üniversitesi Mühendislik Dergisi / Uludağ University Journal of The Faculty of Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectElastic matrices
dc.subjectGeometric matrices
dc.titleElastic and geometric stiffness matrices for thın walled stiffener element
dc.typeArticle

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