ОСОБЕННОСТИ НАПРЯЖЕННО-ДЕФОРМИРОВАННОГО СОСТОЯНИЯ СЖАТОЙ ЗОНЫ БЕТОНА ЖЕЛЕЗОБЕТОННЫХ БАЛКОК ПРИ СОПРОТИВЛЕНИИ СРЕЗА

A. A. Nevdakh; Pavel Vasilievich Krivitskiy

FEATURES OF THE STRESS-STRAIN STATE OF THE COMPRESSED CONCRETE ZONE OF REINFORCED CONCRETE BEAMS WITH SHEAR RESISTANCE

Authors

A. A. Nevdakh УО «Брестский государственный технический университет»
Pavel Vasilievich Krivitskiy УО «Брестский государственный технический университет»

Keywords:

shear force, compressed zone, concrete compressive strength, rein-forcement factor, shear span ratio

Abstract

The article analyzes the effect of the compressed concrete zone on the shear re-sistance of reinforced concrete beam elements. Numerical modeling of reinforced concrete beams has been performed. A database of samples was compiled, variable parameters were noted and an analysis was performed.