Vibration of a cracked cantilever beam under moving mass load

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dc.contributor.buuauthorReis, Murat
dc.contributor.buuauthorPala, Yaşar
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi.tr_TR
dc.contributor.orcid0000-0001-5853-488Xtr_TR
dc.contributor.researcheridAAI-1786-2019tr_TR
dc.contributor.scopusid26322781800tr_TR
dc.contributor.scopusid6603273385tr_TR
dc.date.accessioned2022-05-13T13:26:36Z
dc.date.available2022-05-13T13:26:36Z
dc.date.issued2012-02
dc.description.abstractThis study is devoted to the investigation of the vibration of a cracked cantilever beam under moving mass load. The present formulation contains inertial, centripetal and Coriolis forces that depend on mass and the velocity of the moving load. The existence of crack induces a local flexibility which is a function of the crack depth, thereby changing its vibration behavior and the eigen-values of the system. The response of the system is obtained in terms of Duhamel integral. The differential equation which involves complicated terms on the right side is solved via an iterative procedure. It has been shown that the centripetal and Coriolis forces make an effect to decrease the deformations on the beam since the deformed beam remains concave during the passage of the moving load. It has also been detected that the previous solutions for the case of moving constant force had several mistakes. The results are exemplified for various values of the variables.en_US
dc.identifier.citationReis, M. ve Pala, Y. (2012). "Vibration of a cracked cantilever beam under moving mass load". Journal of Civil Engineering and Management, 18(1), 106-113.en_US
dc.identifier.endpage113tr_TR
dc.identifier.issn1392-3730
dc.identifier.issn1822-3605
dc.identifier.issue1tr_TR
dc.identifier.scopus2-s2.0-84862884932tr_TR
dc.identifier.startpage106tr_TR
dc.identifier.urihttps://doi.org/10.3846/13923730.2011.619330
dc.identifier.urihttps://journals.vgtu.lt/index.php/JCEM/article/view/4419
dc.identifier.urihttp://hdl.handle.net/11452/26464
dc.identifier.volume18tr_TR
dc.identifier.wos000300478300010tr_TR
dc.indexed.scopusScopusen_US
dc.indexed.wosSCIEen_US
dc.language.isoenen_US
dc.publisherVilnius Gediminas Techinical Universityen_US
dc.relation.journalJournal of Civil Engineering and Managementen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectEngineeringen_US
dc.subjectBeamen_US
dc.subjectCentripetalen_US
dc.subjectCoriolisen_US
dc.subjectCracken_US
dc.subjectMoving massen_US
dc.subjectVibrationen_US
dc.subjectNatural frequenciesen_US
dc.subjectArbitrary numberen_US
dc.subjectDynamic-responseen_US
dc.subjectIdentificationen_US
dc.subjectCoriolis forceen_US
dc.subjectCracksen_US
dc.subjectDifferential equationsen_US
dc.subjectCantilever beamsen_US
dc.subject.scopusMoving Load; Elastic Foundation; Timoshenko Beamsen_US
dc.subject.wosEngineering, civilen_US
dc.titleVibration of a cracked cantilever beam under moving mass loaden_US
dc.typeArticle
dc.wos.quartileQ1en_US

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