In this paper, an iterative method of statistic linearization (IMSL) is presented to solve non-linear stochastic vibration equations. This method represents an improvement over the classical linearization method. The method uses the solution of the corresponding linear vibration equation as an initi
Iterative algorithms for non-linear eigenvalue problems. Application to vibrations of viscoelastic shells
✍ Scribed by Laëtitia Duigou; El Mostafa Daya; Michel Potier-Ferry
- Publisher
- Elsevier Science
- Year
- 2003
- Tongue
- English
- Weight
- 155 KB
- Volume
- 192
- Category
- Article
- ISSN
- 0045-7825
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✦ Synopsis
In this paper, two numerical iterative algorithms are developed for the vibrations of damped sandwich structures. These methods associate homotopy, asymptotic numerical techniques and Pad e e approximants. The first one is a sort of high order Newton method and the second one uses a more or less arbitrary matrix. So one can determine the natural frequencies and the loss factors of viscoelastically damped sandwich structures. To assess their efficiency, a few sandwich beams and plates have been considered. The techniques can be applied to large scale structures, to large damping and to strongly non-linear viscoelastic modulus.
📜 SIMILAR VOLUMES
This paper presents a convergence theory for non-linear eigenvalue methods. The basic idea of these methods, which have been described by the author in an earlier paper, 1 is to apply an eigen-solver in conjunction with a zero-ÿnding technique for solving the non-linear eigenvalue problems. The main
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