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

Figure 15

The load schemes of three specimens. (a) Wet joint with no shear key and reinforcement. (b) Loads on Type 1. (c) Loads on Type 2. (d) Loads on Type 3.

(a)

(b)

(c)

(d)