3D Simulation of Self-Compacting Concrete Flow Based on MRT-LBM

Figure 4

The velocity distribution during the slump test. (a) t = 0.1 s, (b) t = 0.2 s, (c) t = 0.3 s, (d) t = 0.5 s, (e) t = 1.0 s, and (f) t = 2.0 s.

(a)

(b)

(c)

(d)

(e)

(f)