The purpose of this paper is to apply the modi"ed Vlasov model to the free vibration analysis of beams resting on elastic foundations and to analyze the e!ects of the subsoil depth, the beam length, their ratio and the value of the vertical deformation parameter within the subsoil on the frequency p
Application of the harmonic balance principle to the nonlinear free vibration of beams
β Scribed by Mazen I. Qaisi
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 440 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0003-682X
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β¦ Synopsis
A BS TRA CT
This paper presents an analytical method for determining the vibration modes of geometrically nonlinear beams under various edge conditions. The method assumes a continuum periodic solution which allows the harmonic balance principle to be employed to derive modal components that satisfy the equation of motion exactly. Nonlinear normal modes are constructed from Jour such components and used to compute the natural frequencies Jor beams with restrained ends and Jor cantilevered beams. Numerical results for beams with restrained ends show good agreement with those available from other techniques.
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