Mathematical Problems in Engineering / 2015 / Article / Fig 13

Research Article

Combined Numerical-Statistical Analyses of Damage and Failure of 2D and 3D Mesoscale Heterogeneous Concrete

Figure 13

Failure of concrete under tension.
(a) 2D model with damaged CIEs
(b) 2D models without CIEs
(c) 2D models with failed interfaces
(d) 3D model with damaged CIEs
(e) 3D model without CIEs
(f) 3D morphology of failed surface

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