Elastic and geometric stiffness matrices for thın walled stiffener element
dc.contributor.author | Saylan, Şerif | |
dc.contributor.author | Toridis, Theodore | |
dc.date.accessioned | 2023-03-30T10:41:43Z | |
dc.date.available | 2023-03-30T10:41:43Z | |
dc.date.issued | 1984 | |
dc.description.abstract | Elastic 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. | en_US |
dc.identifier.citation | Saylan, S. ve Toridis, T.G. (1984). "Elastic and geometric stiffness matrices for thın walled stiffener element". Uludağ Üniversitesi Mühendislik Dergisi, 1(1), 57-67. | tr_TR |
dc.identifier.endpage | 67 | tr_TR |
dc.identifier.issn | 2148-4147 | |
dc.identifier.issue | 1 | tr_TR |
dc.identifier.startpage | 57 | tr_TR |
dc.identifier.uri | http://hdl.handle.net/11452/32077 | |
dc.identifier.volume | 1 | tr_TR |
dc.language.iso | en | en_US |
dc.publisher | Uludağ Üniversitesi | tr_TR |
dc.relation.journal | Uludağ Üniversitesi Mühendislik Dergisi / Uludağ University Journal of The Faculty of Engineering | tr_TR |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi | tr_TR |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.subject | Elastic matrices | en_US |
dc.subject | Geometric matrices | en_US |
dc.title | Elastic and geometric stiffness matrices for thın walled stiffener element | en_US |
dc.type | Article | en_US |