The free vibration and the effect of material damping on damping factors are analyzed. An improved shell theory with shear deformation and rotatory inertia has been used, together with a semi-analytical higher order sub-parametric finite element with five nodes per element and 25 degrees of freedom.
Free Damped Flexural Vibration Analysis of Composite Cylindrical Tubes Using Beam and Shell Theories
โ Scribed by S.P. Singh; K. Gupta
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 672 KB
- Volume
- 172
- Category
- Article
- ISSN
- 0022-460X
No coin nor oath required. For personal study only.
โฆ Synopsis
An investigation is described of the free vibration characteristics, i.e., natural frequencies and damping ratios in flexural modes of cylindrical tubes made from fibre reinforced materials with potential usage as composite shafts. This paper is concerned with only the first circumferential modes, which are essentially the beam bending modes. The results obtained from beam and shell theories are compared, which leads to the determination of limits of tube parameters up to which beam theory gives valid results. Viscoelastic material damping has been assumed and system loss factors have been determined for various modes, by using the complex modulus approach in the beam and shell theories. The results obtained indicate that for practically used tube parameters, flexural frequency values obtained from beam theory with Timoshenko type shear deformation match well with those from shell theory without thickness shear deformation. The closeness of the results from the two theories improves further when the shell theory accounts for thickness shear deformation. In comparing the results obtained from beam theory and shell theory, emphasis is given to possible explanations of the points of difference in terms of physical behavior of the shell.
๐ SIMILAR VOLUMES
Three higher order refined displacement models are proposed for the free vibration analysis of sandwich and composite beam fabrications. These theories model the warping of the cross-section by taking the cubic variation of axial strain and they eliminate the need for a shear correction coefficient