Elastoplastic dynamic instability of long circular cylindrical shells under pure bending

1994 ◽  
Vol 36 (5) ◽  
pp. 431-437 ◽  
Author(s):  
Long-Yuan Li ◽  
T.C.K. Molyneaux
1961 ◽  
Vol 28 (1) ◽  
pp. 112-116 ◽  
Author(s):  
Paul Seide ◽  
V. I. Weingarten

The stability of circular cylindrical shells under pure bending is investigated by means of Batdorf’s modified Donnell’s equation and the Galerkin method. The results of this investigation have shown that, contrary to the commonly accepted value, the maximum critical bending stress is for all practical purposes equal to the critical compressive stress.


1966 ◽  
Vol 70 (672) ◽  
pp. 1095-1097 ◽  
Author(s):  
D. J. Johns

The linear buckling of circular cylindrical shells is considered with particular attention to the cantilever shell subjected to either a pure bending moment (M) or transverse load (P)—see Fig. 1. It is believed that the conclusions reached have wider application to more general loading cases.


AIAA Journal ◽  
1967 ◽  
Vol 5 (6) ◽  
pp. 1128-1134
Author(s):  
CARL ZWEBEN ◽  
JEROME M. KLOSNER

Strain ◽  
2011 ◽  
Vol 47 (3) ◽  
pp. 209-214 ◽  
Author(s):  
S. Joniak ◽  
K. Magnucki ◽  
W. Szyc

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