Numerical and Experimental Analysis of the Shear Behavior of Ultrahigh-Performance Concrete Construction Joints

Figure 1

Configuration of each specimen (reproduced from Jang et al. [29]): (a) monolithic case (MN-0); (b) joint with the smooth contact surface (VC-0); (c) joint with 20 mm size grooves (GR-20); (d) joint with 30 mm size grooves (GR-30).

(a)

(b)

(c)

(d)