From: Blast Response Simulation of the Alfred Murrah Building Reinforced by Use of HPFRCC
Plastic kinematic material model (rebar) | |
---|---|
Young’s modulus | 196.5 GPa |
Poisson’s ratio | 0.3 |
Mass density | 7860Â kg/m3 |
Yield strength | 413Â MPa |
Tangential modulus | 3.32 GPa |
C (for Cowper–Symonds model) | 40.0 |
P (for Cowper–Symonds model) | 5.0 |
Failure strain | 0.3 |
CSCM (normal concrete and HPFRCC) | |
Compressive strength | 27Â MPa (concrete) and 180Â MPa (HPFRCC) |
Mass density | 2400Â kg/m3 |
IRATE | 1 |
ERODE | 1.1 |