=+Problem 5.11 Let us consider a circular Kirchhoff plate undergoing axisymmetric vibration (k = 0). Determining its
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=+Problem 5.11 Let us consider a circular Kirchhoff plate undergoing axisymmetric vibration
(k = 0). Determining its vibration modes becomes a two-dimensional problem which can be addressed by constructing an axisymmetric finite element model kinematically similar to the beam element, using thus shape functions similar to (5.117) to interpolate the plate deflection in the radial direction. The strain and kinetic energies are computed from (4.432) and (4.367).
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Mechanical Vibrations Theory And Application To Structural Dynamics
ISBN: 9781118900208
3rd Edition
Authors: Michel Geradin, Daniel J. Rixen
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