Research Article

Energy Evolution Behavior and Mesodamage Mechanism of Crumb Rubber Concrete

Table 2

Mechanical parameters and PFC results.

GroupCompressive strength (MPa)Peak strain (%)Elasticity modulus (GPa)Poisson ratio (l)

0%
 Laboratory38.580.8435.770.265
 Simulation38.90.9155.720.261

40%
 Laboratory1.151.630.0650.386
 Simulation1.0971.570.0690.392