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
โฆ LIBER โฆ
Power series expansion of the general stiffness matrix for beam elements
โ Scribed by Mario Paz; Lam Dung
- Publisher
- John Wiley and Sons
- Year
- 1975
- Tongue
- English
- Weight
- 411 KB
- Volume
- 9
- Category
- Article
- ISSN
- 0029-5981
No coin nor oath required. For personal study only.
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A hybrid "nite element analysis (hybrid FEA) is employed for investigating power #ow characteristics for systems of co-linear beams in the mid-frequency range. The importance of capturing power re-injection and power re-radiation e!ects in the solution is demonstrated. The dependency of the power #o
EXACT POWER SERIES SOLUTIONS FOR AXISYMM
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2002
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Elsevier Science
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