Improvement behavior of RC beams with continuous spiral stirrups under shear

Reinforced concrete, RC beams subjected to shear failure which is the most unwanted mode due speed progress studied numerically. Therefore, effective design of necessary because sudden types these in shear. The minimum reinforcement ratio must be provided around longitudinal rebars. Thus, stirrups with different patterns have a significant benefit for improving beam. In this paper, performance specimens spiral using ANSYS programs investigated by comparing them conventional beams. One statement on experimental results has been obtained from previous research Karayannis et al. [17]. behaviors are compared finite element analysis identical It found that beam comparison numerical slightly different. Based FE analysis, strength demonstrated mean accuracy and standard deviation about 0.994 0.028, respectively, test. Furthermore, curve determined consistent experiment data. give knowledge importance beam, method among cases.