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

Abstract

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.

Keywords

• численное конечно-элементное моделирование
• сталежелезобетонная конструкция напорного водовода
• напряженно-деформированное состояние
• экспериментальные исследования
• обоснование проектных решений