dc.rights.license | Kūrybinių bendrijų licencija / Creative Commons licence | en_US |
dc.contributor.author | Kägo, Esta | |
dc.contributor.author | Lellep, Jaan | |
dc.date.accessioned | 2025-03-27T12:49:36Z | |
dc.date.available | 2025-03-27T12:49:36Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 1877-7058 | en_US |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/157123 | |
dc.description.abstract | In 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.sponsorship | Estonian Ministry of Education and Research | en_US |
dc.description.sponsorship | Estonian Science Foundation | en_US |
dc.format.extent | 8 p. | en_US |
dc.format.medium | Tekstas / Text | en_US |
dc.language.iso | en | en_US |
dc.relation.uri | https://etalpykla.vilniustech.lt/handle/123456789/156173 | en_US |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.source.uri | https://www.sciencedirect.com/science/article/pii/S1877705813007960 | en_US |
dc.subject | anisotropic material | en_US |
dc.subject | crack | en_US |
dc.subject | elastic foundation | en_US |
dc.subject | natural frequency | en_US |
dc.subject | stepped plate | en_US |
dc.subject | vibration | en_US |
dc.title | Free vibrations of plates on elastic foundation | en_US |
dc.type | Konferencijos publikacija / Conference paper | en_US |
dcterms.accessRights | Laisvai prieinamas / Openly available | en_US |
dcterms.accrualMethod | Rankinis pateikimas / Manual submission | en_US |
dcterms.issued | 2013-05-17 | |
dcterms.license | CC BY NC ND | en_US |
dcterms.references | 21 | en_US |
dc.description.version | Taip / Yes | en_US |
dc.contributor.institution | University of Tartu | en_US |
dcterms.sourcetitle | Procedia Engineering | en_US |
dc.description.volume | vol. 57 | en_US |
dc.publisher.name | Elsevier | en_US |
dc.publisher.country | United Kingdom | en_US |
dc.publisher.city | Oxford | en_US |
dc.description.grantname | Models of applied mathematics and mechanics | en_US |
dc.description.grantname | Optimization of structural elements | en_US |
dc.description.grantnumber | SF0180081s08 | en_US |
dc.description.grantnumber | ESF 9110 | en_US |
dc.identifier.doi | https://doi.org/10.1016/j.proeng.2013.04.063 | en_US |