The dynamic response of orthotropic circular cylindrical shells subjected to exponentially decaying uniform radial pressures are considered. The initial values of the pressures applied are slightly larger than the corresponding static collapse pressures of the shells obtained on the basis of Tresca'
On the dynamic response of buried orthotropic cylindrical shells under moving load
โ Scribed by V.P. Singh; P.C. Upadhyay; B. Kishor
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 522 KB
- Volume
- 30
- Category
- Article
- ISSN
- 0020-7403
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๐ SIMILAR VOLUMES
Following Fl . u ugge's exact derivation for the buckling of cylindrical shells, the equations of motion for transient dynamic loading of orthotropic circular cylindrical shells under external hydrostatic pressure have been formulated. The normal mode theory is used to provide transient dynamic resp
A theoretical analysis is presented of the non-axisymmetric dynamic response of an imperfectly bonded fluid-filled buried orthotropic pipeline subjected to a combination of SV- and SH-waves travelling in the surrounding medium of infinite extent. Numerical results have been presented for the case of
The influence of a constrained damping layer on the resonant response of orthotropic cylindrical shells to different types of loading is studied. The material damping in the composite facings is also accounted for in the analysis. Parametric studies are carried out using the finite element method fo