Numerical Simulation of Recycled Concrete Using Convex Aggregate Model and Base Force Element Method

Table 2

The failure patterning of different size of RAC specimens under uniaxial compression.

Failure state of specimens	Initial state	Crack appears	Crack coalescence
A specimen of 100 mm × 100 mm
A specimen of 150 mm × 150 mm
A specimen of 300 mm × 300 mm