Abstract: Since the 1990s, the technology of fiber-reinforced concrete has undergone significant development, initiated by the publication of the comprehensive ACI 544 committee report. Standardized methods for measuring the key mechanical properties of fiber-reinforced concrete are outlined in EN 14651 and ASTM C1609, while material properties are specified in CEN/TS 19101. It is widely known that the addition of fibers improves the properties of concrete; however, their effectiveness depends on various factors such as material type (metallic and non-metallic fibers), shape (crimped and fibrillated fibers), dimensions (length, diameter and slenderness), fiber volume in the concrete mix, and even the consistency of the mix. The aim of the experimental studies was to assess the load-bearing capacity of concrete produced under industrial conditions, modified with various synthetic fibers at different dosages. The primary selection criterion for the fibers was to meet the residual strength requirements of the tested element with the lowest possible weight fraction of dispersed reinforcement. In addition to determining the residual strength of PFRC, the study also measured compressive strength, flexural tensile strength, and the modulus of elasticity. The obtained results and force-crack width relationships were used to validate the numerical model of a standard notched beam. This calibrated material model was then used to develop a finite element model (FEM) and to conduct a preliminary assessment of the load-bearing capacity of prefabricated FRC rings using the ATENA software.