
doi: 10.1007/bf00282045
The imperfection sensitivity of elastic complete spherical shells under external pressure is studied for axisymmetric deformations and qualitatively different types of imperfections by means of a numerical analysis of the Reissner shell equations. It is shown that strong reductions of the critical load are obtained for small deviations of the middle surface of the shell from the perfect spherical configuration whereas imperfections of the shell thickness do not have a substantial influence on the critical load.
collocation, Membranes, Bifurcation and buckling, finite differences, elastic complete spherical shells, Reissner shell equations, strong reductions of the critical load, Other numerical methods in solid mechanics, imperfection sensitivity, external pressure, bifurcations, axisymmetric deformations
collocation, Membranes, Bifurcation and buckling, finite differences, elastic complete spherical shells, Reissner shell equations, strong reductions of the critical load, Other numerical methods in solid mechanics, imperfection sensitivity, external pressure, bifurcations, axisymmetric deformations
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