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
Impact torsional buckling of plastic circular cylindrical shells: Experimental study
β Scribed by Hongwei Ma; Shanyuan Zhang; Guitong Yang
- Publisher
- Elsevier Science
- Year
- 1999
- Tongue
- English
- Weight
- 270 KB
- Volume
- 22
- Category
- Article
- ISSN
- 0734-743X
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β¦ Synopsis
In this paper, the experimental studies are carried out on the dynamic plastic buckling of circular cylindrical shells under impact torque. The experimental results of static plastic torsional buckling of circular cylindrical shells are given first. The distinction between loss of uniqueness and loss of stability elucidated by Shanley is verified. The experiments of impact buckling are made on the Hopkinson torsional bar. The torsional bar generates a rectangular impulsive torque which is to be applied on the shells. With the B-R criterion, the dynamic critical torque of the shells is determined. The dynamic critical torque is higher than the static critical torque for the same shell. On the basis of experiments, the conclusion which Shanley's non-unloading hypothesis can be used in dynamic plastic buckling problems is given.
π SIMILAR VOLUMES
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