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AuthorMara'Beh, Raed Ali
AuthorAl-Dweik, Ahmad Y.
AuthorYilbas, B.S.
AuthorSunar, M.
Available date2022-11-22T07:06:43Z
Publication Date2022-11-30
Publication NameHeliyon
Identifierhttp://dx.doi.org/10.1016/j.heliyon.2022.e11673
CitationMara'Beh, R. A., Al-Dweik, A. Y., Yilbas, B. S., & Sunar, M. (2022). Closed Form Solution of Nonlinear Oscillation of a Cantilever Beam Using λ-Symmetry Linearization Criteria. Heliyon, e11673.
ISSN24058440
URIhttps://www.sciencedirect.com/science/article/pii/S2405844022029619
URIhttp://hdl.handle.net/10576/36590
AbstractA mechanical system, in general, undergoes vibrational motion when the system is subjected to a tension or an external force. One of the examples of such a system is a cantilever beam when it is exposed to a bending action. When the tension is released, the cantilever beam suffers from the oscillations until the strain energy is totally released through the damping characteristics of the cantilever beam. Depending on the stiffness and damping factors of the beam, the vibrational motion can be non-linear; in which case, the analytical solution becomes challenging formulating the flexural characteristics of the beam. Although numerical solution for the non-linear problem is possible, the analytical solution provides useful information between the mechanical response and the cantilever beam characteristics. In the present study, the analytical solution of the non-linear equations governing the motion of the cantilever beam is presented. The governing equation is linearized incorporating the Lie-Tresse linearization method. The closed form solution for the displacement of the cantilever beam is reduced to a linear solution after introducing the appropriate beam characteristics. The dynamic behavior of the flexural motion due to non-linear and linear cantilever beams are compared.
SponsorThe open Access funding of this article is provided by Qatar National Library. The authors are thankful to Qatar University and King Fahd University of Petroleum and Minerals for their continuous support and excellent research facilities.
Languageen
PublisherElsevier
SubjectCantilever beam
Non-linear oscillation
Closed form solution
Lie-Tresse linearization
TitleClosed form solution of nonlinear oscillation of a cantilever beam using λ-symmetry linearization criteria
TypeArticle
Issue Number11
Volume Number8
Open Access user License http://creativecommons.org/licenses/by/4.0/
dc.accessType Open Access


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