Exact frequencies and mode shapes have been calculated for a Timoshenko beam, on different boundary supports and partially loaded with a distributed mass span. They agree with experimental data. For the higher modes, frequencies obtained through the Euler-Bernoulli theory are not as accurate as the
β¦ LIBER β¦
On Comments on "Vibration of a Mass-Loaded Clamped-Free Timoshenko Beam"
β Scribed by S.H. Farghaly
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 86 KB
- Volume
- 164
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
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## A BSTRA CT The present paper deals with an exact solution of the title problem. Modal shapes and natural frequency coefficients are determined for a significant range of the mechanical andgeometric parameters that come into play. When the parameter I/A L z (where I is cross-sectional moment of