A method of stability analysis for non-linear vibration of beams
โ Scribed by K. Takahashi
- Publisher
- Elsevier Science
- Year
- 1979
- Tongue
- English
- Weight
- 788 KB
- Volume
- 67
- Category
- Article
- ISSN
- 0022-460X
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๐ SIMILAR VOLUMES
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
A power series solution is presented for the non-linear free vibration of beams with restrained ends. The analysis is based on transforming the time variable into an oscillating time which allows the motion of the beam, assumed to be periodic, to be expressed as a double power series that is converg