2010
DOI: 10.1155/2010/591786
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A Semianalytical Method for Nonlinear Vibration of Euler‐Bernoulli Beams with General Boundary Conditions

Abstract: This paper presents a new semianalytical approach for geometrically nonlinear vibration analysis of Euler-Bernoulli beams with different boundary conditions. The method makes use of Linstedt-Poincaré perturbation technique to transform the nonlinear governing equations into a linear differential equation system, whose solutions are then sought through the use of differential quadrature approximation in space domain and an analytical series expansion in time domain. Validation of the present method is conducted… Show more

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Cited by 8 publications
(6 citation statements)
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“…This paper [10] presents a new semi analytical approach for geometrically nonlinear vibration analysis of Euler-Bernoulli beams with different boundary conditions. The method makes use of Linstedt-Poincar'e perturbation technique to transform the nonlinear governing equations into a linear differential equation system, whose solutions are then sought through the use of differential quadrature approximation in space domain and an analytical series expansion in time domain.…”
Section: Literature Reviewmentioning
confidence: 99%
“…This paper [10] presents a new semi analytical approach for geometrically nonlinear vibration analysis of Euler-Bernoulli beams with different boundary conditions. The method makes use of Linstedt-Poincar'e perturbation technique to transform the nonlinear governing equations into a linear differential equation system, whose solutions are then sought through the use of differential quadrature approximation in space domain and an analytical series expansion in time domain.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Since the DETF is clamped at its two ends, the middle line of the tuning fork beam must be stretched during vibration. For a clamped beam, if the stretching of the middle plane is considered, the axial displacement must be taken into account; the equations of vibration motion for the axial and transverse displacements are coupled and nonlinear [21][22][23]. For the case of largeamplitude vibration, the axial force increases the frequency of vibration according to the increase of the amplitude.…”
Section: General Solution Of the Slender Beammentioning
confidence: 99%
“…Abe [5] proposed an accuracy improvement to the multiple scales method for nonlinear vibration analyses of continuous systems with quadratic and cubic nonlinearities. Based on differential quadrature method, Peng et al [6] proposed a new semianalytic method for the geometrically nonlinear vibration of Euler-Bernoulli beams with different boundary conditions. The supercritical equilibrium solutions of an axially moving beam supported by sleeves with torsion springs are analyzed by Ding et al [7].…”
Section: Introductionmentioning
confidence: 99%