Equations of motion for a rotating beam are developed based on the Timoshenko beam theory which includes the effects of rotary inertia and shear deformation. This leads to two variable-coefficient differential equations, for which only approximate solutions have been used in previous analyses. This
A POWER SERIES SOLUTION FOR THE NON-LINEAR VIBRATION OF BEAMS
โ Scribed by M.I. Qaisi
- Publisher
- Elsevier Science
- Year
- 1997
- Tongue
- English
- Weight
- 228 KB
- Volume
- 199
- Category
- Article
- ISSN
- 0022-460X
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โฆ Synopsis
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 convergent for all time. A recurrence relation is used to determine the series coefficients, with the initial movement satisfying the boundary conditions as its basis. Results are obtained for simply supported and clamped beams and compared with available solutions.
๐ SIMILAR VOLUMES
A power-series method is presented for the analysis of a conservative strongly non-linear two-degree-of-freedom (d.o.f.) system with cubic non-linearity. The method is based on transforming the time variable into an harmonically oscillating time whereby the governing di!erential equations become wel
The problem of the vibration of a non-prismatic beam resting on a twoparameter elastic foundation has been solved by applying the approximation by Chebyshev series. As a result, closed analytical formulas de"ning the coe$cients of the sought solutions were obtained. The method was used to solve the