Numerical Analysis of Torsional Reinforcement of Concrete Beams in Unconventional by ANSYS Software

In this study, a finite element analysis is conducted to study the behaviour of RC beams with different configurations of transverse reinforcement under torsion. These configurations of stirrups are traditional closed stirrups, circular spiral stirrups, and inclined rectangular spiral stirrups. The numerical torsional load values are compared with the experimental torsional load values from previous research. The numerical analysis determined by the ANSYS software shows a reasonable agreement with the experimental torsional load values. The numerical results demonstrate that the use of continuous rectangular spiral stirrups improved the torsional response compared to using another type of beam stirrup. Thus, numerical results show that continuous spiral stirrups are effective at increasing torsional capacity. It is also noted that the behaviour of these beams with continuous spiral stirrups is better than the behaviour of the beams with traditional stirrups. The beams with helical reinforcement, which are TB۲, TB۳, and TB۴ spiral reinforcements, greatly enhanced the toughness. The equivalent stresses are ۱۳.۷۰۹, ۱۳.۷۲۸, ۱۴.۷۲, and ۱۵.۸۹۴ MPa, while the equivalent elastic strains are ۰.۰۰۴۲۱, ۰.۰۰۳۷۷, ۰.۰۰۳۴۷, and ۰.۰۰۵۳۹ mm/mm for the beams TB۲, TB۳, and TB۴, respectively. The beam TB۴ had the highest stress and strain value, so its strength improved its ductility properties. As a result, the stirrups' configurations enabled the detection of beam failure mechanisms by improving torsional behaviour when compared to the beam's traditional stirrups. As a result, this research adds more knowledge to the literature on the most effective spiral stirrups for transverse reinforcement to improve the torsional behaviour of beams. Doi: ۱۰.۲۸۹۹۱/CEJ-۲۰۲۳-۰۹-۰۱-۰۴ Full Text: PDF

کلیدواژه ها:

Finite Element Analysis ، RC Beam ، Spiral Stirrups ، Torsion.