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Локальная устойчивость сферической оболочки с заполнителем при силовом и температурном нагружении
The task of stability of filled thin-walled transversally isotropic spherical shell of Timoshenko model with under external pressure and homogeneous heating is considered. The interaction between shell and filler is described by Winkler's model with a constant coefficient. Heating of the filler is not considered. The assumptions of the theory of local stability are accepted. The dependence of the critical load parameter on the parameters of shear, heating and rigidity of the filler is obtained. Various cases of this dependence are investigated. The results are presented in analytical and graphical form. It is found, that during uniform compression of spherical shell the increase of temperature and shift decreases the value of critical load. With low rigidity of the filler the shift exerts main influence, with big rigidity - heating of the shell. Wherein the increase of rigidity of the filler may increase or decrease the value of critical load. The latter depends on interrelations of the parameters of shift and temperature.