Experimental, Numerical, and Analytical Studies of Uniaxial Compressive Behavior of Concrete Confined by Ultra-High-Performance Concrete

Figure 10

The FE predicted failure pattern vs. experimental ones. (a) Specimen CC-C50-U25. (b) Specimen SC-C50-U25. (c) Specimen RC-C50-U25.

(a)

(b)

(c)