A power series method is presented for the computation of normal modes and frequencies of an elastic beam resting on a non-linear foundation. The equation of motion is first discretized by using the Galerkin procedure. The time-dependent generalized co-ordinates are obtained by transforming the time
On non-linear normal modes of a 2-dof model of a structure with quadratic non-linearities
β Scribed by J.M. Balthazar; R.M.L.R.F. Brasil
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 414 KB
- Volume
- 182
- Category
- Article
- ISSN
- 0022-460X
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Non-linear modal analysis approach based on invariant manifold method proposed earlier by Shaw and Pierre (Journal of Sound and <ibration 164, 85}124) is utilized here to obtain the non-linear normal modes of a clamped}clamped beam for large amplitude displacements. The results obtained for the fund
A method based on the power series technique is developed for the computation of normal modes and frequencies of a non-linear conservative lumped parameter system. The power series analysis is facilitated upon transforming the time variable into an harmonically oscillating time. Recurrence relations
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