Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/46510
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dc.contributor.authorSrivastava, A.en
dc.contributor.authorDatta, P.en
dc.contributor.authorSheikh, A.en
dc.date.issued2004en
dc.identifier.citationInternational Journal of Applied Mechanics and Engineering, 2004; 9(1):169-180en
dc.identifier.issn1734-4492en
dc.identifier.issn1425-1655en
dc.identifier.urihttp://hdl.handle.net/2440/46510-
dc.description.abstractThe parametric instability behavior of a stiffened plate subjected to uniform in-plane edge loading is studied using the finite element analysis. The method of Hill's infinite determinants is applied to analyze the dynamic instability regions. Numerical results are presented to demonstrate the effects of various parameters, such as the aspect ratio, boundary condition, stiffening scheme, on the dynamic stability of stiffened plates. The results show that the location, size and number of stiffeners have a significant effect on the location of the boundaries of the principal instability regions when compared with those of a flat unstiffened plate.en
dc.description.urihttp://www.ijame.uz.zgora.pl/ijame_files/archives/v9n1.htm#A12en
dc.language.isoenen
dc.publisherTechnical University Press Zielona Goraen
dc.subjectfinite element; stiffened plates; dynamic instability; excitation frequencyen
dc.titleParametric instability of stiffened platesen
dc.typeJournal articleen
dc.identifier.rmid0020081742en
dc.identifier.pubid42597-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
Appears in Collections:Civil and Environmental Engineering publications

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