BEARING CAPACITY OF STEEL-CONCRETE BENT ELEMENTS REINFORCED WITH ADDITIONAL UNSTRAINED ARMATURE AT DIFFERENT LEVELS OF STRAINED STATE
In this article, there are given the results of studies on the strength of steel-concrete bent elements, in which additional reinforcement was introduced at various levels of initial reinforcement and loading, as well as after unloading, and the beams were brought to destruction. The need for overhead cover reinforcement during the process of its exploitation appears not only in the course of reconstruction but also due to its physical aging that is caused by various factors.