Transverse vibration of Euler-Bernoulli beams on elastic foundation under mobile distributed masses

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dc.contributor.authorDada, M.S.
dc.date.accessioned2021-05-06T12:47:52Z
dc.date.available2021-05-06T12:47:52Z
dc.date.issued2003
dc.description.abstractUniform distributed moving masses vibration analysis is presented for Euler Bernoulli beams on elastic foundation. The partial differential equation governing the beam’s motion is reduced to ordinary differential equation and then expressed as a system of linear equations by finite difference scheme. The analysis is valid for Euler Bernoulli beams with various boundary conditions. However, simply supported boundary conditions are used as an illustrated example. The numerical results are presented in graphical forms and the limiting cases compared well with known existing results. The numerical analysis shows that the foundations stiffness and loads’ distribution have significant effects on the dynamic deflection of the beam.en_US
dc.description.sponsorshipSelfen_US
dc.identifier.urihttps://uilspace.unilorin.edu.ng/handle/20.500.12484/5082
dc.language.isoenen_US
dc.publisherJournal of Nigerian Association of Mathematical Physics, Nigerian Association of Mathematical Physics.en_US
dc.relation.ispartofseries7;225-234
dc.subjectUniform distributed moving masses vibrationen_US
dc.titleTransverse vibration of Euler-Bernoulli beams on elastic foundation under mobile distributed massesen_US
dc.typeArticleen_US

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