Research Article

Development of Practical Finite Element Models for Collapse of Reinforced Concrete Structures and Experimental Validation

Table 4

Parameters for EC2 material model and Mat Add Erosion formulation for concrete.

Parameters for EC2 material model Value

Mass density
Unconfined compression strength
Tensile stress to cause cracking
Tension stiffening

Parameters for Mat Add Erosion Value

Minimum principal strain at failure
Maximum principal strain at failure