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Response and damping of a rectangular cantilever plate with vibrating beam dampers

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dc.contributor.authorArpaci, A.
dc.contributor.authorSavci, M.
dc.contributor.ituauthorArpacı, Mehmet Alaittin
dc.date.accessioned2026-01-26T00:03:52Z
dc.date.issued1986-06-01
dc.description.abstractAbstract In this work the use of beams as auxiliary mass dampers for cantilever plates is considered. Because the cantilever plate problem, which is of strong industrial interest, does not lend itself to a Levy-type solution, the procedure developed by Ritz is used. Structural damping is incorporated into the main and auxiliary systems by treating them as having a complex elastic modulus. With appropriate selection of the parameters, the fundamental resonance of the plate is split into two new ones with considerably suppressed responses. In order to verify the analysis, an experimental investigation was carried out and the results obtained were compared with the theory developed.
dc.description.urihttps://doi.org/10.1016/0022-460x(86)90235-x
dc.description.urihttps://dx.doi.org/10.1016/0022-460x(86)90235-x
dc.identifier.doi10.1016/0022-460x(86)90235-x
dc.identifier.endpage252
dc.identifier.issn0022-460X
dc.identifier.openairedoi_dedup___::a912eda625ec1e54ee70ba8e5dd707e6
dc.identifier.orcid0000-0002-4085-1868
dc.identifier.startpage243
dc.identifier.urihttps://hdl.handle.net/11527/53642
dc.identifier.volume107
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofJournal of Sound and Vibration
dc.rightsCLOSED
dc.titleResponse and damping of a rectangular cantilever plate with vibrating beam dampers
dc.typeArticle
dspace.entity.typePublication
person.identifier.orcid0000-0002-4085-1868

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