Research Article
Establishment and Application of Stochastic Mesoscopic Concrete Model
Figure 4
2D random aggregate model of crushed stone concrete. (a) rmin = 0.475, rmax = 4, Qs = 30%, n = 4–10, α1 = 200°, α2 = 10°; (b) rmin = 0.475, rmax = 4, Qs = 30%, n = 4–10, α1 = 200°, α2 = 20°; (c) rmin = 0.475, rmax = 4, Qs = 30%, n = 4–10, α1 = 200°, α2 = 25°.
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