The dynamic behaviour of cylindrical shells reinforced by ring ribs—II. Shells of finite length

1971 ◽  
Vol 7 (1) ◽  
pp. 111-123
Author(s):  
V.N. Mazalov ◽  
Y.V. Nemirovsky
Keyword(s):  
Finite Length ◽  
Dynamic Behaviour ◽  
Cylindrical Shells

Free-Edge Plastic Buckling of Axially Compressed Cylindrical Shells

1968 ◽  
Vol 35 (1) ◽  
pp. 73-79 ◽  
Author(s):  
S. C. Batterman
Keyword(s):  
Boundary Conditions ◽  
Finite Length ◽  
Cylindrical Shells ◽  
Free Edge ◽  
Numerical Results ◽  
Negligible Effect ◽  
Tangent Modulus ◽  
Plastic Buckling ◽  
Simple Support ◽  
Axisymmetric Plastic

Axisymmetric plastic buckling of axially compressed cylindrical shells is studied for semi-infinite shells and shells of finite length subject to free-edge boundary conditions. It is shown that the length of the cylinder has a negligible effect on the buckling load. Reductions in buckling stresses from the classical simple-support value are significant, with the amount of reduction dependent on the details of the variation of tangent modulus with stress. Numerical results are presented for cylinders composed of 2024-T4 aluminum and 3003-0 aluminum.

Wave‐vector analysis of the forced vibrations of cylindrical shells of finite length

1992 ◽  
Vol 92 (4) ◽  
pp. 1985-1993 ◽  
Author(s):  
Christian Y. Glandier ◽  
Yves H. Berthelot ◽  
Jacek Jarzynski
Keyword(s):  
Finite Length ◽  
Wave Vector ◽  
Cylindrical Shells ◽  
Forced Vibrations ◽  
Vector Analysis
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