cylindrical shell, arched panel, priority, stress-strain condition, strength, load-bearing capacity.
This article presents the results of an experimental study of a reduced model of cylindrical shells and load-bearing capacity reinforced by arc panels that operate according to a constructive-orthotropic scheme. The article provides information about the test method, equipment, tools, test models and devices used. The results obtained in the experiments were analyzed and compared with the results of theoretical calculations. The state of tensile deformation of cylindrical shells reinforced by arc panels operating in a constructive-orthotropic scheme is analyzed.Download