Rodyti trumpą aprašą

dc.rights.licenseKūrybinių bendrijų licencija / Creative Commons licenceen_US
dc.contributor.authorKägo, Esta
dc.contributor.authorLellep, Jaan
dc.date.accessioned2025-03-27T12:49:36Z
dc.date.available2025-03-27T12:49:36Z
dc.date.issued2013
dc.identifier.issn1877-7058en_US
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/157123
dc.description.abstractIn the current study the free vibrations of stepped anisotropic rectangular plates on elastic foundation are considered. The anisotropic stepped plate has a part-through crack at the re-entrant corner of the step. Natural frequencies of the plate are calculated for the given crack length. The influence of physical properties and geometric parameters on the natural frequencies is analyzed.en_US
dc.description.sponsorshipEstonian Ministry of Education and Researchen_US
dc.description.sponsorshipEstonian Science Foundationen_US
dc.format.extent8 p.en_US
dc.format.mediumTekstas / Texten_US
dc.language.isoenen_US
dc.relation.urihttps://etalpykla.vilniustech.lt/handle/123456789/156173en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.source.urihttps://www.sciencedirect.com/science/article/pii/S1877705813007960en_US
dc.subjectanisotropic materialen_US
dc.subjectcracken_US
dc.subjectelastic foundationen_US
dc.subjectnatural frequencyen_US
dc.subjectstepped plateen_US
dc.subjectvibrationen_US
dc.titleFree vibrations of plates on elastic foundationen_US
dc.typeKonferencijos publikacija / Conference paperen_US
dcterms.accessRightsLaisvai prieinamas / Openly availableen_US
dcterms.accrualMethodRankinis pateikimas / Manual submissionen_US
dcterms.issued2013-05-17
dcterms.licenseCC BY NC NDen_US
dcterms.references21en_US
dc.description.versionTaip / Yesen_US
dc.contributor.institutionUniversity of Tartuen_US
dcterms.sourcetitleProcedia Engineeringen_US
dc.description.volumevol. 57en_US
dc.publisher.nameElsevieren_US
dc.publisher.countryUnited Kingdomen_US
dc.publisher.cityOxforden_US
dc.description.grantnameModels of applied mathematics and mechanicsen_US
dc.description.grantnameOptimization of structural elementsen_US
dc.description.grantnumberSF0180081s08en_US
dc.description.grantnumberESF 9110en_US
dc.identifier.doihttps://doi.org/10.1016/j.proeng.2013.04.063en_US


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Rodyti trumpą aprašą

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