The dynamic response of shells plays an important role in structural dynamics. In the present paper, one of the widely used shelis of revolution, a circular cylindrical shell, is analyzed for its dynamic response due to different types of transient loads. A first order shell theory with shear deform
A dynamic stiffness analysis of damped tubes filled with granular materials
✍ Scribed by J.M. Bourinet; D. Le Houédec
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 232 KB
- Volume
- 73
- Category
- Article
- ISSN
- 0045-7949
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✦ Synopsis
A non-conservative dynamic stiness method is applied to damped ¯exural vibrations of a uniform rectangular tube ®lled with granular material. An hypothesis of internal resonance in the granular material is taken into account by means of a frequency-dependent apparent mass which materializes as the granular material damping eect. This apparent mass is injected into the equations of motion of the tube assimilated to a Timoshenko beam. Equations are then solved and the frequency-dependent dynamic stiness matrix is established. A Newtonian procedure allied with a counting algorithm is used to obtain eigensolutions of the undamped empty tube. These solutions are then taken as initial approximations of a Rayleigh quotient iteration algorithm which provides damped eigensolutions. A general program has been developed under MATLAB environment. Despite the apparent simplicity of the granular material behaviour model, results are encouraging.
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