Abstract: Textile reinforced mortars (TRM) is an innovative composite material consisting of fiber mesh and mortar as an alternative to fiber reinforced polymer (FRP) in the field of reinforcement, overcoming the shortcomings of FRP reinforcement. TRM exhibits multi-cracking characteristics, high strength and high deformation capacity under tension. To address the issue of insufficient research on the tensile properties of polymer mortar enhanced by hybrid fiber mesh and the addition of the steel wire mesh, the effects of tensile properties of polymer mortar reinforced with carbon fiber mesh, glass fiber mesh, carbon-glass fiber mesh hybrid, and fiber mesh-wire mesh hybrid weve investigated by uniaxial tensile tests. Test parameters included fiber mesh type, mesh ratio of fiber mesh and mixing methods of different mesh types. The test results show that the single carbon fiber mesh improves the peak strength of TRM specimens significantly, but poorly improves the deformability; the single glass fiber mesh improves the peak strain of TRM specimens significantly, but improves the peak strength at a lower level; the hybrid carbon-glass fiber mesh can give full play to the advantages of the carbon fiber mesh for the significant improvement of the peak strength and the glass fiber mesh for the significant improvement of the peak strain; compared with single carbon or glass fiber mesh, the hybrid of carbon or glass fiber mesh and steel wire mesh is conducive to improving the deformation capacity of TRM specimens with good post-peak load holding capacity. Based on the experimental data, the equation for calculating the tensile strength of TRM was proposed, and the tensile stress-strain relationship equation of TRM was established.