Investigating the behavior of concrete beams torsion with longitudinal reinforcement only in the finite element method

Most existing regulations, unlike cutting, do not provide for reinforced concrete reinforcement for reinforced concrete members after cracking. In this paper, the torsional strength of reinforced concrete beams with longitudinal and non-silent reinforcement is modeled and examined during and after cracking. This modeling is based on ANSYS software, which is based on finite element theory. The results of the modeling have been compared with the laboratory results. These results are consistent with the results of experiments and show that there is a residual complexity of the residue in concrete beams reinforced with longitudinal reinforcement alone.