Експериментальні дослідження стрижневих сталезалізобетоннних конструкцій, армованих сталевими листами
The article analyzes the experimental research of rod steel and reinforced concrete structures reinforced with steel plates, which showed that all samples general is that under load was hogging the longitudinal axis of the element, leading to uneven distribution of longitudinal strain in reinforcement sheet, in consequence of which corrugated been arising by the opposite direction of the bend. These results emphasize the importance of stability in flexible steel and reinforced concrete rod structures.