The problem of free transverse vibrations of beams with many elastically mounted masses is considered. Closed form expressions of the equations for the natural frequencies are obtained by means of the Green function method. The solution contains all possible combinations of classical end conditions
COMMENTS OF “FREE VIBRATIONS OF BEAMS WITH ELASTICALLY MOUNTED MASSES”
✍ Scribed by P.A.A. Laura
- Publisher
- Elsevier Science
- Year
- 1995
- Tongue
- English
- Weight
- 153 KB
- Volume
- 187
- Category
- Article
- ISSN
- 0022-460X
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✦ Synopsis
The present writer wishes to compliment the authors for their elegant solution to the problem of vibrating Bernoulli-Euler beams with an elastic support carrying elastically or rigidly attached masses [1].
The writer wishes to point out that free vibrations of Timoshenko beams carrying elastically mounted concentrated masses have been studied rather recently [2]. Frequency coefficients have been obtained for simply supported, clamped and simply supported, clamped boundary conditions. Exact solutions were obtained and in order to ascertain the validity and accuracy of the results obtained, an independent solution was obtained in some instances using a finite element code. The case of a Bernoulli-Euler system hinged at both ends was also studied by means a Dirac delta function representation of the spring-mass system. Excellent agreement was obtained for all of the situations considered.
📜 SIMILAR VOLUMES
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