THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES

The results of calculations of stress-strain state of steel-and-reinforced concrete pressure water pipes of the hydro station are presented. It was made with the help of a method of numerical modeling derived by the author. Numerical results were compared with experimental data obtained before.

numerical FE modeling, steel-and-reinforced concrete pressure water pipe, stress-strain state, experimental investigations, substation of design decisions