Damage and Failure Process of Concrete Structure under Uniaxial Compression Based on Peridynamics Modeling

Figure 2

Peridynamic simulation of concrete column subjected by uniaxial compression, where 𝑡=1000, 2000, 3000, 4000, 5000, 6000 time steps for (a) to (f), respectively.

(a)

(b)

(c)

(d)

(e)

(f)