Abstract: Textile reinforced self-stressing concrete exhibits superior performance of high crack resistance, bending resistance and toughness, but the complex debonding failure mode between two-phase materials seriously limits the synergistic bearing of materials. Therefore, in order to establish a unified bonding performance characterization, this paper designed a whole-process rigid constraint pull-out test to test the interface behavior of basalt and alkali-resistant glass fiber bundles with varying fiber fineness (defined as the weight in grams per 1000 meters of fiber at standard moisture regain, measured in Tex) under high self-stress conditions. Based on the relationship between macroscopic mechanical phenomena and energy balance, and the influence of peeling size effect, a parametric calculation method with the critical energy release rate G_c of the interfacial bonding layer as the core index was proposed. The results show that with the increase of Tex, the macroscopic pull-out strength increases, and the failure mode evolves from break, pull-out, defiber. Under the same Tex, the interfacial bonding and integrity of alkali-resistant glass fiber bundles are better than those of basalt fiber bundles. According to the established method, the G_c between the alkali-resistant glass fiber bundle and the matrix is about 318.7 % higher than that of the basalt fiber bundle, and the G_c dispersion of different Tex in the same fiber is less than 13.6 %, which verifies the feasibility of the method in material comparison and parameter identification.