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 elasticΒ±plastic with linear strain harden
The response of a plastic cylindrical shell to axial impact
β Scribed by Henry Vaughan
- Publisher
- Springer
- Year
- 1969
- Tongue
- English
- Weight
- 367 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0044-2275
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π SIMILAR VOLUMES
The dynamic plastic behaviour of a circular cylindrical shell subjected to an initial impulsive loading is studied. It is assumed that the thin walled tube is clamped at the left end and simply supported at the righthand end. The behaviour of the rigid, perfectly plastic material is controlled by a
A thick shell theory is used to calculate the critical load of plastic buckling of axially compressed cylindrical shells. The buckling equations are derived with the principle of virtual work on the basis of a transverse shear deformable displacement ΓΏeld. The deformation theory of plasticity is use
This paper deals with the problem of functionally graded (FG) cylindrical shells subjected to low-velocity impact by a solid striker. An analytic solution to predict the impact response of the FG cylindrical shells with one layer or multi-layers is presented. The solution includes both contact defor