In this study, pseudo-strain hardening (PSH) behavior of hybrid fiber reinforced ultra-high performance concrete containing coarse aggregates (UHPC-CA) and the synergistic effect of hybrid fibers were investigated. First, three types of fiber hybrid samples, namely, 2% short steel fiber (SSF2), 1.5% short steel fiber + 0.5% long steel fiber (SSF1.5 + LSF0.5) and 1.5% short steel fiber + 0.5% PE fiber (SSF1.5 + PE0.5), were designed and tested for their tensile properties. The results showed that the tensile strength and peak tensile strain of SSF1.5 + LSF0.5 were 19.9% and 183.3% higher than the corresponding values of SSF2, respectively. The tensile strength of SSF1.5 + PE0.5 was 3.6% lower than that of SSF2, but its ductility was 4.5 times higher than that of SSF2. Next, three-point bending tests on notched beams and single-crack tensile tests were conducted to evaluate the PSH behavior of hybrid fiber reinforced UHPC-CA by using micromechanical principles. The results showed that all groups met the strength and energy criteria with PSH index values of 5.86, 11.28, and 14.66 for SSF2, SSF1.5 + LSF0.5, and SSF1.5 + PE0.5, respectively. The higher the PSH index of the specimens, the greater the tensile ductility, which is consistent with the tensile test results. These results suggest that it is reasonable to evaluate the PSH behavior of hybrid fiber reinforced UHPC-CA by using micromechanical principles. Third, mercury intrusion porosimetry (MIP) and scanning electron microscopy (SEM) analyses were performed to clarify the potential micromechanical properties of the hybrid fibers in improving the tensile properties of UHPC-CA. The MIP results showed that the total porosity was closely related to the initial cracking strength of the matrix; The smaller the total porosity, the higher the initial cracking strength of the matrix. The SEM results showed the characteristics of the PE fibers and the matrix. The bond strength between the PE fibers and the matrix was found to be high, leading to various damage patterns during the pull-out process of the PE fibers. Moreover, the combination of PE fibers and steel fibers showed a good synergistic effect, which explains the reason for the significant improvement in the ductility of the specimens when 1.5% steel fibers and 0.5% PE fibers were mixed.