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2005
DOI: 10.1007/s10778-006-0026-y
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On Free Nonlinear Vibrations of Fluid-Filled Cylindrical Shells with Multiple Natural Frequencies

Abstract: Nonlinear free vibrations of a cylindrical shell fully filled with a perfect incompressible fluid are studied. The case is examined where two natural frequencies of the shell are close Keywords: cylindrical shell, perfect incompressible fluid, nonlinear vibrations, first integrals, traveling wave Introduction. The nonlinear vibrations of fluid-filled thin shells represented by simple (usually one-degree-of-freedom) models have been studied in sufficient detail (see [1, 2, 7, 9, 12, etc.] for review of such st… Show more

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Cited by 15 publications
(18 citation statements)
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“…Here, s 1 = n 1 /R; s 2 = n 2 /R; and λ m = mπ/l. When q ≡ 0 (free vibration), the governing equations (1.5) for both cases take the following form [6,[9][10][11][12]: …”
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confidence: 99%
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“…Here, s 1 = n 1 /R; s 2 = n 2 /R; and λ m = mπ/l. When q ≡ 0 (free vibration), the governing equations (1.5) for both cases take the following form [6,[9][10][11][12]: …”
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confidence: 99%
“…Of prime practical interest are the first three resonances, since the frequency ω 3 in shells of medium length [2] is usually much greater than the frequencies ω 1 and ω 2 [12]. The frequency ω 3 can become comparable to ω 1 and ω 2 only in modes with a sufficiently large wave number n.…”
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“…Expansion (1.3) is valid in the case where the shell with fluid has no close and multiple frequencies [10,14,15]. Otherwise (if there are internal resonances [1,7,15,20]), the deflection function w should include more modes. The last term in (1.3) accounts for the effect of preferential inward buckling [3,7], which was discovered experimentally [5] and is characteristic of nonlinear vibrations.…”
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confidence: 99%
“…The problems of stability and vibrations of thin cylindrical shells interacting with a fluid moving inside them are of substantial interest for the dynamic strength and operational reliability of various pipeline systems. The complexity of the formulations and solution of such problems is determined by a number of factors, which were partially discussed in [2,4,6,[9][10][11][13][14][15]. In the general case, such problems should be given a nonlinear formulation taking into account the geometrical nonlinearity of the shells and nonlinear damping, which would allow a more adequate description of the dynamic deformation both during and after buckling.…”
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confidence: 99%