Scaling of cylindrical shells under axial impact
✍ Scribed by Roberto Eiki Oshiro; Marcílio Alves
- Publisher
- Elsevier Science
- Year
- 2007
- Tongue
- English
- Weight
- 629 KB
- Volume
- 34
- Category
- Article
- ISSN
- 0734-743X
No coin nor oath required. For personal study only.
✦ Synopsis
A technique of correcting scaled strain rate sensitive structures subject to dynamic loads is described and applied to a shell under axial impact. The prototype and models responses were simulated using finite element method. Final deformed shape, collapse mode, displacement at the top of the shell and maximum force of scaled models are compared to the respective prototype. It is shown that the models response are quite different from the prototype if no correction is performed. By correcting the initial impact velocity, the models scale quite well and it is even possible to obtain the transition phenomenon between global and progressive buckling of shells subject to the axial impact of a mass.
📜 SIMILAR VOLUMES
The axisymmetric buckling of elastic}plastic cylindrical shells subjected to axial impact are studied using a "nite element analysis. This study reveals that shells, subjected to axial impact, are both velocity and mass sensitive, so that larger energies can be absorbed by a shell for high-velocity
Dynamic axisymmetric buckling of circular cylindrical shells struck axially by a mass is studied in order to clarify the initiation of buckling and to provide some insight into the buckling mechanism as a transient process. It is assumed that the material is elastic±plastic with linear strain harden