2005
DOI: 10.1007/s11071-005-6435-3
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Global Bifurcations and Chaotic Dynamics in Nonlinear Nonplanar Oscillations of a Parametrically Excited Cantilever Beam

Abstract: This paper presents the analysis of the global bifurcations and chaotic dynamics for the nonlinear nonplanar oscillations of a cantilever beam subjected to a harmonic axial excitation and transverse excitations at the free end. The governing nonlinear equations of nonplanar motion with parametric and external excitations are obtained. The Galerkin procedure is applied to the partial differential governing equation to obtain a two-degree-of-freedom nonlinear system with parametric and forcing excitations. The r… Show more

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Cited by 91 publications
(33 citation statements)
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“…A nonlinear, nonplanar beam model considering the coupling of transverse vibrations is constructed to understand the nonlinear dynamics of the cantilevered SWCNT. The nonlinear differential equations in non-dimensional form describing the flexural motions of a nonlinear, nonplanar beam were derived by Crespo da Silva and Glynn [35][36][37] : where the symbol '·' is the derivative with respect to time t, the symbol ' ′ ' is the derivative with respect to x, v (s,t), w (s,t) are the transverse elastic displacements of the beam, c is a damping factor and it is set as zero in this calculation, β y = D ζ /D η , and For a beam with a circular cross section, β y = 1, Eq. (1) can be reduced tö…”
Section: Resultsmentioning
confidence: 99%
“…A nonlinear, nonplanar beam model considering the coupling of transverse vibrations is constructed to understand the nonlinear dynamics of the cantilevered SWCNT. The nonlinear differential equations in non-dimensional form describing the flexural motions of a nonlinear, nonplanar beam were derived by Crespo da Silva and Glynn [35][36][37] : where the symbol '·' is the derivative with respect to time t, the symbol ' ′ ' is the derivative with respect to x, v (s,t), w (s,t) are the transverse elastic displacements of the beam, c is a damping factor and it is set as zero in this calculation, β y = D ζ /D η , and For a beam with a circular cross section, β y = 1, Eq. (1) can be reduced tö…”
Section: Resultsmentioning
confidence: 99%
“…5. Here also to verify the degree of correctness of the perturbation results, one may compare the response obtained by method of multiple scales with those obtained by numerically solving the Cartesian form of modulations (19,20). Figures 6a, b illustrated the time response and phase portrait, respectively, obtained by numerically solving the Cartesian form of the modulation equations (19) and (20).…”
Section: Subharmonic Resonance Condition: (ω Is Nearly Equal To 3)mentioning
confidence: 92%
“…For both the trivial and nontrivial responses, the system will be stable if real part of all the eigenvalues of the Jacobian matrix (J ) obtained from the reduced equations (19,20) is negative.…”
Section: Stability Analysismentioning
confidence: 99%
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“…A third method, so-called energy-phase method proposed by Haller and Wiggins [18,19], detects the existence of orbits doubly asymptotic to slow manifolds and reveals families of multi-pulse solutions which are not amenable to Melnikov method. The latter two of these methods involve an exchange of energy between the modes of a system so that there are many applications to study the global dynamics of the systems [20][21][22][23][24][25][26][27][28][29].…”
Section: Introductionmentioning
confidence: 99%