Failure of circular cylindrical shells formed from an orthotropic material, weakened by a longitudinal crack, and subjected to static loading by an axial force and internal pressure

1995 ◽  
Vol 31 (3) ◽  
pp. 211-215
Author(s):  
V. N. Bastun
Author(s):  
J.L. Urrutia-Galicia ◽  
A.N. Sherbourne

The mathematical model of the stability analysis of circular cylindrical shells under arbitrary internal pressure is presented. The paper consists of a direct analysis of the equilibrium modes in the neighbourhood of the unperturbed principal equilibrium path. The final stability condition results in a completely symmetric differential operator which is then compared with current theories found in the literature.


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