Siberian participants
The shooting method is used to solve nonlinear boundary problems on axisymmetric buckling of the dome-like shells under hydrostatic pressure. The problems are formulated with the singular system of six ordinary differential equations of the first order. Simple support and clamping are considered as two variants of the boundary conditions. Depending on pressure and shell parameters the bifurcation of boundary problems solutions is studied, the multivalued and discontinual curves of equilibrium states are obtained. The curves show possibility of the catastrophe by shapping. In case of simple support there are regions of the multivalued solutions not only by external, but also by internal pressure. The comparison of the theoretical and experimental data is given for the clamped conical dome.
Full Text in Russian: | PDF (527 kb) |
Comments |
[Home] [Conference] |
© 1996-2001, Institute of computational Techologies SB RAS, Novosibirsk
© 1996-2001, Siberian Branch of Russian Academy of Science, Novosibirsk