Meso-Analysis of Recycled Coarse Aggregate Self-Compacting Concrete on the Basis of Random Aggregate Model

Figure 13

Stress-strain curves of RCASCC under uniaxial compression. (a) RCA substitution rate of 0%. (b) RCA substitution rate of 25%. (c) RCA substitution rate of 50%. (d) RCA substitution rate of 75%. (e) RCA substitution rate of 100%. (f) Stress-strain curves of specimens.

(a)

(b)

(c)

(d)

(e)

(f)