Considering the fiber distribution in self-compacting concrete（SCC）， a numerical method was proposed to simulate the flexural properties of steel fiber reinforced self-compacting concrete（SFRSCC）. The computational fluid dynamics（CFD） based method was used to simulate the casting process of fresh SFRSCC to determine the distribution of the steel fibers. Based on the fiber distribution in SFRSCC specimens， a meso-scale finite element model of SFRSCC composed of the concrete matrix and steel fibers was established， in which the influence of fiber orientation angle on fiber pull-out response was considered. The casting process and flexural tests of SFRSCC beams were simulated by the proposed numerical method. The simulation results are in good agreement with the experimental results， which proves that the proposed numerical method can be used to simulate the flexural properties of SFRSCC.