Comparative analysis of two algorithms for numerical solution of nonlinear static problems for multilayer anisotropic shells of revolution. 1. Account of transverse shear

1999 ◽  
Vol 35 (3) ◽  
pp. 241-248 ◽  
Author(s):  
G. M. Kulikov ◽  
S. V. Plotnikova
1983 ◽  
Vol 19 (9) ◽  
pp. 759-763
Author(s):  
A. T. Vasilenko ◽  
G. P. Golub

1973 ◽  
Vol 40 (2) ◽  
pp. 411-416 ◽  
Author(s):  
R. E. Ball ◽  
J. A. Burt

The dynamic behavior of clamped shallow spherical shells subjected to axisymmetric and nearly axisymmetric step-pressure loads is examined using a digital computer program for the geometrically nonlinear static and dynamic analysis of arbitrarily loaded shells of revolution. A criterion for dynamic buckling under the nearly axisymmetric load is proposed and critical buckling pressures are determined for a large range of shell sizes.


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