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

<div>CDP model. (a) Uniaxial tensile stress-strain curve. (b) Uniaxial compressive stress-strain curve.</div>

Advances in Materials Science and Engineering

Figure 6: Meso-Analysis of Recycled Coarse Aggregate Self-Compacting Concrete on the Basis of Random Aggregate Model 