Research Article

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

Table 1

Material parameters of numerical simulations.

MaterialsElastic modulus/GPaPoisson’s ratioTensile strength/MPa

Natural aggregate700.16100.15101/65/651.7
Old ITZ130.220.13101/65/651.7
Old cement mortar250.222.50.14101/65/651.7
New ITZ150.220.13101/65/651.7
New cement mortar300.2230.14101/65/651.7