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  2. University of Kragujevac
  3. Faculty of Mechanical and Civil Engineering, Kraljevo
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dc.contributor.authorŠalinić, Slaviša-
dc.contributor.authorTodorović, Marko-
dc.contributor.authorObradovic, Aleksandar-
dc.date.accessioned2023-03-07T20:54:24Z-
dc.date.available2023-03-07T20:54:24Z-
dc.date.issued2022-
dc.identifier.citationŠalinić, S., Todorović, M., & Obradović, A. (2022). An analytical approach for free vibration analysis of Euler-Bernoulli stepped beams with axial-bending coupling effect. Engineering Today, 1(4), 7-17. https://doi.org/10.5937/engtoday2204007Sen_US
dc.identifier.issn2812-9474en_US
dc.identifier.urihttps://scidar.kg.ac.rs/handle/123456789/17044-
dc.description.abstractFree vibration of eccentrically stepped beams with one step change in cross-section is considered. It is assumed that the longitudinal symmetry axes of the beam segments are translationally shifted along the vertical direction with respect to each other. The effect of that arrangement of the segments on the coupling of axial and bending vibrations of the stepped beam is analyzed. The beam segments are modeled in the frame of the Euler-Bernoulli theory of elastic beams. Two numerical examples are presented.en_US
dc.language.isoenen_US
dc.publisherUniversity of Kragujevac, Faculty of Mechanical and Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.sourceEngineering Today-
dc.subjectstepped beamen_US
dc.subjectstep eccentricityen_US
dc.subjectaxial-bending couplingen_US
dc.subjectEuler-Bernoulli theoryen_US
dc.subjectnatural frequencyen_US
dc.subjectfree vibrationen_US
dc.titleAn analytical approach for free vibration analysis of Euler-Bernoulli stepped beams with axial-bending coupling effecten_US
dc.typearticleen_US
dc.description.versionPublisheden_US
dc.identifier.doi10.5937/engtoday2204007Sen_US
dc.type.versionPublishedVersionen_US
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