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dc.contributor.authorMeng, Baochen
dc.contributor.authorLian, Chencheng
dc.contributor.authorWang, Ji
dc.contributor.authorJing, Huimin
dc.contributor.authorWu, Rongxing
dc.contributor.authorLin, Ji
dc.contributor.authorElishakoff, Isaac
dc.date.accessioned2024-04-24T22:48:59Z
dc.date.available2024-04-24T22:48:59Z
dc.date.copyright2/29/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.issn1555-1415
dc.identifier.othercnd_019_04_041005.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4295930
dc.description.abstractThe nonlinear vibrations of elastic beams with large amplitudes are frequently treated as a typical problem of an elastica. As the continuation of the analysis of the deformation of an elastica, the nonlinear vibration equation of the elastic beam in the rotation angle of the cross section has been established. Using the deformation function, the nonlinear equation with the inertia effect has been solved by the newly proposed extended Galerkin method (EGM). The solution to the vibration problem of the elastica is compared with earlier approximate solutions including the frequencies and mode shapes obtained by other methods, and the rotation angle and energy of each mode at the high-order frequency are also calculated. This solution procedure provides an alternative technique to the elastica problem by the EGM with possible applications to other nonlinear problems in many fields of science and technology.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleThe Approximate Analysis of Higher-Order Frequencies of Nonlinear Vibrations of a Cantilever Beam With the Extended Galerkin Method
dc.typeJournal Paper
dc.journal.volume19
dc.journal.issue4
dc.journal.titleJournal of Computational and Nonlinear Dynamics
dc.identifier.doi10.1115/1.4064724
dc.journal.fristpage41005-1
dc.journal.lastpage41005-15
dc.page15
dc.treeJournal of Computational and Nonlinear Dynamics:;2024:;volume( 019 ):;issue: 004
dc.contenttypeFulltext


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