Based on the strut-and-tie model, the shear mechanism of steel fiber reinforced concrete (SFRC) beam-column joints is analyzed. In addition, based on the stress characteristics of SFRC beam-column joints, the influence of randomly distributed steel fibers at the cracks is equated to the effective bond stress of the steel fibers. Consequently, a formula for calculating the shear capacity of SFRC beam-column joints is proposed. Furthermore, a database of 132 SFRC beam-column joints is compiled. Based on the database, the proposed calculation method is optimized using statistical analysis method. Furthermore, the contributions of concrete, stirrups, and steel fibers to the shear bearing capacity are discussed. Finally, the proposed calculation method is compared with the existing calculation methods to validate the accuracy of the model. The results indicate that the shear bearing capacity provided by concrete can reach 90% of the total shear bearing capacity. The maximum shear bearing capacity provided by stirrups and steel fibers is 27% and 26% of the total shear bearing capacity respectively. When the stirrup ratio exceeds 1%, the enhancement of shear bearing capacity by the stirrups becomes more pronounced. Compared to straight steel fibers, hooked-end steel fibers can better enhance shear capacity. The proposed calculation method demonstrates higher accuracy compared to existing calculation methods, which can be used to predict the shear bearing capacity of SFRC beam-column joints.
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