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2003
DOI: 10.1016/s0022-460x(02)01524-9
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Non-linear interaction of bending deformations of free-oscillating cylindrical shells

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Cited by 20 publications
(21 citation statements)
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“…Thus, the parametric vibrations of the shell are described by the system of equations (5) with R i defined by (9). In what follows, the parametric load is given by N t N t x ( ) cos = 1 2n .…”
Section: Problem Formulation and Vibration Equationmentioning
confidence: 99%
See 2 more Smart Citations
“…Thus, the parametric vibrations of the shell are described by the system of equations (5) with R i defined by (9). In what follows, the parametric load is given by N t N t x ( ) cos = 1 2n .…”
Section: Problem Formulation and Vibration Equationmentioning
confidence: 99%
“…where N Eh R cr = -2 2 3 1 / ( ) n is the static critical load [9], which has the following value for a shell with parameters (28): …”
Section: Analysis Of Nonlinear Vibrationsmentioning
confidence: 99%
See 1 more Smart Citation
“…where F p is a partial solution of the equation, 1 1 2 2 3 1 4 2 2 2 cos sin cos sin cos cos sy x sy x x x l l l l + F 5 2 cos sy + + + + + F F F F 6 1 7 2 8 1 2 9 3 3 cos sin cos sin cos( ) cos sy x sy x x l l l l ( ) l l ) sy x l l , (1.9) and the function F 0 is the solution of a homogeneous equation for membrane stresses [2,3,15]:…”
mentioning
confidence: 99%
“…where F k (k = 1, …, 23) in (1.9) are functions expressed in some manner in terms of the displacements f f 1 4 ,... , , wave numbers, physical and geometrical parameters of the shell [15]: Applying the Bubnov-Galerkin method to the first equation in (1.1) and using (1.3), (1.4), (1.8)-(1.10), we arrive at the following system of differential equations for the unknown functions f k : …”
mentioning
confidence: 99%