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Abstract
The numerical calculation of elastic-plastic deformation and limiting States of shell structures of large-size tanks filled with bulk material is carried out. The solution of a three-dimensional geometrically and physically nonlinear problem is based on the finite element method and an explicit cross-type time integration scheme. The critical load at which the tank loses stability is determined. The influence of the length of the tank on its stability is investigated.
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Details
1 Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow, 129337, Russia