Publication:
Dynamic stability of radially stiffened annular plates

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dc.contributor.authorMermertaş, V.
dc.contributor.authorBelek, H.T.
dc.contributor.departmentMakina Mühendisliği Bölümü
dc.contributor.ituauthorMermertaş, Vahit
dc.date.accessioned2026-01-25T12:32:05Z
dc.date.issued1991-01-01
dc.description.abstractAbstract The dynamic stability of radially stiffened annular plates with both edges subjected to in-plane forces is studied. For this purpose a sector and a beam finite element is used. The method is applied to annular plates with several stiffeners of uniform rectangular cross-section located at equal angular intervals. The instability regions are determined for a wide range of exciting frequencies with different boundary conditions using Bolotin's method by varying the number and size of the stiffeners. Also the effect of static forces are taken into account.
dc.description.urihttps://doi.org/10.1016/0045-7949(91)90234-d
dc.description.urihttps://dx.doi.org/10.1016/0045-7949(91)90234-d
dc.identifier.doi10.1016/0045-7949(91)90234-d
dc.identifier.endpage657
dc.identifier.issn0045-7949
dc.identifier.openairedoi_dedup___::8fd69e5f3f37ae87a789231db1d8d144
dc.identifier.orcid0000-0001-9441-1502
dc.identifier.startpage651
dc.identifier.urihttps://hdl.handle.net/11527/51065
dc.identifier.volume40
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofComputers & Structures
dc.rightsCLOSED
dc.titleDynamic stability of radially stiffened annular plates
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0001-9441-1502

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