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
Free Vibrations of Timoshenko Beams Carrying Elastically Mounted, Concentrated Masses
β Scribed by R.E. Rossi; P.A.A. Laura; D.R. Avalos; H. Larrondo
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 375 KB
- Volume
- 165
- Category
- Article
- ISSN
- 0022-460X
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β¦ Synopsis
An exact solution of the title problem is presented. The overall situation is of great interest in many engineering applications. Three combinations of boundary conditions for the structural element are considered: simply supported, simply supported - clamped and clamped at both ends. An analysis of the situation where the spring-mass system acts as a dynamic absorber cancelling out the motion at the point of attachment for certain modes of vibration is presented. An independent solution has also been obtained by means of a finite element code in order to ascertain the validity and accuracy of the results predicted by the exact solution of Timoshenko's dynamic differential system.
π SIMILAR VOLUMES
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
The effects of a transverse open crack on the modal frequency parameters of stationary shafts carrying elastically mounted end masses are presented. Dimarogonas' crack model has been considered in the problem formulation. This is a \(2 \times 2\) local flexibility matrix with coupling terms. Most of
This study presents a novel method to analyze the vibration of an elastically mounted concentrated mass supported on the joint of symmetrically crossed beams with #exible foundation. Analytical and exact solutions of the free and forced vibration responses of the system are also derived. Herein, the