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
“…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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confidence: 99%
“…nonlinear with respect to the generalized displacements {f i } = { f i 01 , f i 02 , …, f i 11 , f i 12 , …} (i = 1, 2) (up to the third power inclusively[5,[7][8][9][10][11][12]); and Q nm1 2 , are constants dependent on the form of the function q 0 (x, y). It follows from (1.5) that there are always internal resonances[5].…”
The natural frequencies of cylindrical shells filled with a fluid and having the ends either simply supported or clamped are determined. Conditions are studied under which the natural frequencies of the shell are close or multiple Keywords: cylindrical shell, perfect viscous fluid, natural frequency, internal resonance Introduction. In designing fluid-filled elastic cylindrical shells against nonlinear forced and parametric vibration, one needs preliminary information on the spectrum of their natural frequencies that would account for the presence of the fluid. The possible closeness or multiplicity of these frequencies (internal resonances [1, 5]) creates prerequisites for strong energy coupling and interaction of different modes of the shells during vibration [4,5]. Because of this, the uncoupled (single-mode) vibration of these shells becomes unstable, and, simultaneously, complex, coupled (multimode) vibration may occur.Occurrence of internal resonances, including combinational ones, in the shell-fluid system is usually the starting point for approximating the expected dynamic deflection of shells.In the present paper, we study the frequency spectrum of cylindrical shells of finite length completely filled with a fluid. We will examine the influence of the geometry of the shell and fluid on the feasibility of internal resonances that most often occur in real shell-fluid systems vibrating with large deflections.1. To describe the dynamic behavior of a shell filled with a fluid, we use the well-known medium-deflection equations in mixed form [2, 3]:
“…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]: …”
mentioning
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.…”
mentioning
confidence: 99%
“…nonlinear with respect to the generalized displacements {f i } = { f i 01 , f i 02 , …, f i 11 , f i 12 , …} (i = 1, 2) (up to the third power inclusively[5,[7][8][9][10][11][12]); and Q nm1 2 , are constants dependent on the form of the function q 0 (x, y). It follows from (1.5) that there are always internal resonances[5].…”
The natural frequencies of cylindrical shells filled with a fluid and having the ends either simply supported or clamped are determined. Conditions are studied under which the natural frequencies of the shell are close or multiple Keywords: cylindrical shell, perfect viscous fluid, natural frequency, internal resonance Introduction. In designing fluid-filled elastic cylindrical shells against nonlinear forced and parametric vibration, one needs preliminary information on the spectrum of their natural frequencies that would account for the presence of the fluid. The possible closeness or multiplicity of these frequencies (internal resonances [1, 5]) creates prerequisites for strong energy coupling and interaction of different modes of the shells during vibration [4,5]. Because of this, the uncoupled (single-mode) vibration of these shells becomes unstable, and, simultaneously, complex, coupled (multimode) vibration may occur.Occurrence of internal resonances, including combinational ones, in the shell-fluid system is usually the starting point for approximating the expected dynamic deflection of shells.In the present paper, we study the frequency spectrum of cylindrical shells of finite length completely filled with a fluid. We will examine the influence of the geometry of the shell and fluid on the feasibility of internal resonances that most often occur in real shell-fluid systems vibrating with large deflections.1. To describe the dynamic behavior of a shell filled with a fluid, we use the well-known medium-deflection equations in mixed form [2, 3]:
“…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.…”
The paper proposes an approach to studying the nonlinear vibrations of thin cylindrical shells filled with a fluid and subjected to a combined transverse-longitudinal load. Methods of nonlinear mechanics are used to find and analyze periodic solutions of the system of equations that describes the dynamic behavior of the shell when the natural frequencies of the shell and the frequencies of both periodic forces are in resonance relations Keywords: elastic cylindrical shell, ideal incompressible fluid, combined load, amplitude-frequency response, stabilityIntroduction. The flexural vibrations of thin cylindrical shells filled with a fluid are studied in a geometrically nonlinear formulation in a great many publications. Such studies are reviewed in, e.g., [6, 9-11, etc.]. Most studies deal with dynamic problems for fluid-filled shells subjected to either radial (transverse) or axial (longitudinal) force. However, in real operation conditions, shell structures conveying a fluid (such as segments of pipelines) are quite often subjected to combined loading, i.e., a combination of longitudinal and transverse periodic forces. Therefore, of practical and scientific interest is to study the dynamic behavior of shells filled with a fluid and subjected to a combined vibratory load. The superposition principle fails here because of the nonlinearity of such a problem formulation: the response of the dynamic shell-fluid system to a combination of longitudinal and transverse periodic loads is not the sum of the responses of this system to the individual loads. Here we may expect qualitatively new nonlinear effects that were not observed in the partial problems of forced [7,[10][11][12][13][14]18] or parametric [2,4,11,16] vibrations of shell-fluid objects.The present paper sets out to develop a method and to apply it to study the nonlinear deformation of elastic cylindrical shells filled with a fluid and subjected to longitudinal-and-transverse periodic excitation. We will primarily analyze the dynamic behavior of filled shells in the worst (with respect to dynamic stress) case where the natural frequencies of the shell-fluid system are in resonance relations with the frequencies of both external periodic forces. The results obtained in the general case will be compared with those obtained in the partial cases where either only longitudinal or only transverse load acts.
Nonlinear Equations of Motion of a Fluid-Filled Shell.For the equations of motion of a shell filled with a fluid, we will use the geometrically nonlinear equations of the theory of shallow shells in mixed form [3,4]:
“…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.…”
The buckling modes of a finite cylindrical shell interacting with a moving fluid are studied. Two types of instability are analyzed: quasistatic (divergence) and dynamic (flutter) Keywords: cylindrical shell, incompressible ideal fluid, critical velocity, quasistatic (divergence) instability loss, dynamic (flutter) instabilityIntroduction. 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. On the other hand, for correct description of the nonconservative hydrodynamic forces exerted by the fluid on the shell, it is necessary to use multidimensional models of the shell-fluid system [2,9,11]. Such forces belong to the class of pseudo-gyroscopic forces, as termed in stability theory, and are structurally characterized by skew-symmetric matrices of coefficients multiplying the first derivatives of the generalized coordinates of the shell. They are the main cause of both quasistatic and dynamic instability of shells interacting with a moving fluid.The present paper studies various buckling modes of a finite cylindrical shell with a fluid moving with constant velocity inside it.A procedure to calculate deformation parameters of the shell in the buckling domain and in the domains adjacent to the stability boundaries is proposed.1. Basic Equations. Let the original equations of motion of a shell filled with a fluid (isotropic model) have mixed form [4]:
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