Experimental Study and Extended Finite Element Simulation of Fracture of Self-Compacting Rubberized Concrete

Figure 10

Failure forms of beams under different loading rates in finite element simulation. (a) 1 mm/s. (b) 0.1 mm/s. (c) 0.01 mm/s. (d) 0.001 mm/s. (e) 0.0001 mm/s.

(a)

(b)

(c)

(d)

(e)