Research Article

Study on the Shear Capacity of the Wet Joint of the Prefabricated Bridge Panel with a Special-Shaped Shear Key

Table 5

Comparison of experimental results, predicted results, and finite element results (unit: kN).

SpecimensExperimental result Predicted result (%)Finite element result (%)

Type 199.696.03.699.60
Type 2300.0245.918.0270.79.8
Type 3520.0415.920.0519.30.1