Моделювання напружено-деформованого стану залізобетонного контейнера при падінні ребром на жорстку поверхню для раціонального проектування

Abstract

In the article the effective method of design of the tense-deformed state of reinforce-concrete container is developed under the action of the dynamic loadings, arising up at falling on a rib; facilities of “Lira 9.4” are develop the proper eventual-element models, the most dangerous from point of durability areas are exposed, offered to recommendation on the improvement of construction