Non-linear free vibration of beams and plates is conservative in the sense that the total energy of the system remains constant. Symplectic numerical integration aims to preserve the energy, momenta and area (volume) of the phase space, and is ideal in the study of non-linear free vibration. In this
Application of Rayleigh-Ritz and Galerkin methods to non-linear vibration of plates
β Scribed by C.P. Vendhan; Y.C. Das
- Publisher
- Elsevier Science
- Year
- 1975
- Tongue
- English
- Weight
- 595 KB
- Volume
- 39
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
The difference between the three variational equations of motion and the dynamic analogue of the yon Karman equations governing the non-linear vibration of plates is considered in the context of the Rayleigh-Ritz and Galerkin methods. The non-linear free vibrations of two types of plates with in-plane constraints are considered as examples. In the analysis a single mode expansion is assumed for the transverse displacement and the in-plane inertia terms are neglected. The convergence of the non-linear time period is studied by increasing the number of terms in the modal expansions for the in-plane displacements. It is observed that the Rayleigh-Ritz and Galerkin approximations converge from opposite directions, thus suggesting a possible approach to bound the solutions on either side. The general significance of this observation is discussed.
π SIMILAR VOLUMES
This paper presents an analytical solution for geometrically non-linear free vibrations of beams with elastically supported ends in the horizontal direction. The equation of motion is obtained by employing Hamilton's principle and assuming that horizontal inertia forces can be neglected. The Ritz me