Dynamic Response of an Overhead Crane Beam Due to a Moving Mass Using Moving Finite Element Approximation

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dc.authoridEsen, Ismail/0000-0002-7853-1464
dc.contributor.authorGerdemeli, Ismail
dc.contributor.authorEsen, Ismail
dc.contributor.authorOzer, Derya
dc.date.accessioned2024-09-29T16:08:26Z
dc.date.available2024-09-29T16:08:26Z
dc.date.issued2011
dc.departmentKarabük Üniversitesien_US
dc.description3rd International Conference on Advanced Design and Manufacture -- SEP 08-10, 2010 -- Nottingham Trent Univ, Nottingham, ENGLANDen_US
dc.description.abstractIn this study, dynamic behaviour of a beam system of an overhead crane is investigated. A MATLAB code is developed for numerical analyses. The moving mass on the beam is modelled as a moving finite element to include inertial effects of mass. Dynamic response of the beam is obtained depending on the mass ratio between load and beam mass. Besides, a variety of mass velocities are considered. Analysis are carried out considering mass ratio (mass of the load/mass of the beam m/M) as 0.1, 0.2, 0.4, 0.6, 0.8 and 1 and mass velocities as 1, 2, 4, 8, and 12.5 m/s. Dynamic response of the beam depends on velocity and mass of moving load. As the position of the moving mass in the span changes, it alters the natural frequency of the beam system. Generally, if the mass velocity increases, maximum beam deflection occurs far from the beam midpoint. For some values of the velocity, the maximum response may occur before the beam midpoint. At very high speeds, the maximum beam deflection occurs near the beam endpoint. At very slow speeds, the maximum beam deflection occurs near the midpoint because the system reduces to a quasi-static solution. At the same mass ratio, load velocity increases, with the increment of the beam deflection. Both mass velocity and mass ratio affects the dynamic response of the beam but the effect of velocity is greater than the mass ratio.en_US
dc.description.sponsorshipNottingham Trent Univ,Harbin Engn Univ,Harbin Inst Technolen_US
dc.identifier.doi10.4028/www.scientific.net/KEM.450.99
dc.identifier.endpage+en_US
dc.identifier.issn1013-9826
dc.identifier.scopus2-s2.0-78650728523en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage99en_US
dc.identifier.urihttps://doi.org/10.4028/www.scientific.net/KEM.450.99
dc.identifier.urihttps://hdl.handle.net/20.500.14619/7532
dc.identifier.volume450en_US
dc.identifier.wosWOS:000291849200025en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTrans Tech Publications Ltden_US
dc.relation.ispartofAdvanced Design and Manufacture Iiien_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectOverhead Crane Beamen_US
dc.subjectMoving Massen_US
dc.subjectDynamic Responseen_US
dc.subjectMoving Finite elementen_US
dc.titleDynamic Response of an Overhead Crane Beam Due to a Moving Mass Using Moving Finite Element Approximationen_US
dc.typeConference Objecten_US

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