5.4 Numerical Simulations Based on 3D Mesoscopic Concrete Model
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Fig. 5.47 Damages state of projectiles after perforation
(a)
(b)
(c)
(d)
Fig. 5.48 Effective stress contours of projectile perforating into different aggregated UHPC targets
a LA-UHPC, b BA-UHPC, c QA-UHPC, d CA-UHPC