Influence of material distribution and damping on the dynamic stability of Bernoulli-Euler beams

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dc.contributor.authorGarus, Sebastian
dc.contributor.authorGarus, Justyna
dc.contributor.authorSochacki, Wojciech
dc.contributor.authorNabiałek, Marcin
dc.contributor.authorPetrů, Jana
dc.contributor.authorBorek, Wojciech
dc.contributor.authorŠofer, Michal
dc.contributor.authorKwiatoń, Paweł
dc.date.accessioned2024-04-19T11:11:37Z
dc.date.available2024-04-19T11:11:37Z
dc.date.issued2023
dc.description.abstractThe study analyzed the influence of materials and different types of damping on the dynamic stability of the Bernoulli-Euler beam. Using the mode summation method and applying an orthogonal condition of eigenfunctions and describing the analyzed system with the Mathieu equation, the problem of dynamic stability was solved. By examining the influence of internal and external damping and damping in the beam supports, their influence on the regions of stability and instability of the solution to the Mathieu equation was determined.cs
dc.description.firstpageart. no. e145567cs
dc.description.issue4cs
dc.description.sourceWeb of Sciencecs
dc.description.volume71cs
dc.identifier.citationBulletin of the Polish Academy of Sciences - Technical Sciences. 2023, vol. 71, issue 4, art. no. e145567.cs
dc.identifier.doi10.24425/bpasts.2023.145567
dc.identifier.issn0239-7528
dc.identifier.issn2300-1917
dc.identifier.urihttp://hdl.handle.net/10084/152546
dc.identifier.wos001097186200001
dc.language.isoencs
dc.publisherPolska akademia naukcs
dc.relation.ispartofseriesBulletin of the Polish Academy of Sciences - Technical Sciencescs
dc.relation.urihttps://doi.org/10.24425/bpasts.2023.145567cs
dc.rights© 2023 The Author(s). This is an open access article under the CC BY license.cs
dc.rights.accessopenAccesscs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectmechanical vibrationscs
dc.subjectdampingcs
dc.subjectbeamcs
dc.subjectdynamic stabilitycs
dc.subjectMathieu equationcs
dc.titleInfluence of material distribution and damping on the dynamic stability of Bernoulli-Euler beamscs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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