Durability analysis for designs of spatially-carried steel-concrete plates at high-speed blow by the compound metal drummer

The mathematical model of the behavior of concrete in the conditions of great dispatch-wave loading is presented. In the context of this model, using the finite elements method modified to solving dynamic problems, in the full three-dimensional statement, the problem about high-speed blow of a steel core in a dural cover on the design in the form of a set of spatially-carried steel-concrete plates is solved for different speeds and striking angles.