Numerical Study on Failure Mechanisms of Shaft Wall Consisting of Steel Plate and Concrete under the Effects of Explosion

Figure 4

Spread process of stress waves. (a) t = 300 us, (b) t = 1100 us, (c) t = 1700 us, (d) t = 2000 us, (e) t = 3000 us, and (f) t = 5700 us.

(a)

(b)

(c)

(d)

(e)

(f)