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contributor authorWang, Yuanbin
contributor authorZhu, Weidong
date accessioned2022-02-05T21:55:05Z
date available2022-02-05T21:55:05Z
date copyright2/8/2021 12:00:00 AM
date issued2021
identifier issn1555-1415
identifier othercnd_016_03_031006.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4276567
description abstractNonlinear transverse vibration of a hyperelastic beam under a harmonically varying axial load is analyzed in this work. Equations of motion of the beam are derived via the extended Hamilton's principle, where transverse vibration is coupled with longitudinal vibration. The governing equation of nonlinear transverse vibration of the beam is obtained by decoupling the equations of motion. By applying the Galerkin method, the governing equation transforms to a series of nonlinear ordinary differential equations (ODEs). Response of the beam is obtained via three different methods: the Runge–Kutta method, multiple scales method, and harmonic balance method. Time histories, phase-plane portraits, fast Fourier transforms (FFTs), and amplitude–frequency responses of nonlinear transverse vibration of the beam are obtained. Comparison of results from the three methods is made. Results from the multiple scales method are in good agreement with those from the harmonic balance and Runge–Kutta methods when the amplitude of vibration is small. Effects of the material parameter and geometrical parameter of the beam on its amplitude–frequency responses are analyzed.
publisherThe American Society of Mechanical Engineers (ASME)
titleNonlinear Transverse Vibration of a Hyperelastic Beam Under Harmonically Varying Axial Loading
typeJournal Paper
journal volume16
journal issue3
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.4049562
journal fristpage031006-1
journal lastpage031006-13
page13
treeJournal of Computational and Nonlinear Dynamics:;2021:;volume( 016 ):;issue: 003
contenttypeFulltext


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