Fiber-Density&Elastic
| Mass Density |
Young's Modulus |
Poisson's Ratio |
| 7.85e-09 |
199000 |
0.3 |
Fiber-Plastic
| Yield Stress |
Plastic Strain |
| 235 |
0 |
| 260 |
0.001 |
| 339 |
0.039 |
| 410 |
0.113 |
| 390 |
0.171 |
Concrete-Density&Elastic
| Mass Density |
Young's Modulus |
Poisson's Ratio |
| 2.4e-09 |
24900 |
0.167 |
Concrete Damaged Plasticity
| Dilation Angle |
Eccentricity |
fb0/fc0 |
K |
Viscosity Parameter |
| 30 |
0.1 |
1.16 |
0.6667 |
0.0001 |
Concrete Compressive Behavior
| Yield Stress |
Inelastic Strain |
| 24 |
0 |
| 29 |
0.0004 |
| 31 |
0.0008 |
| 32 |
0.0012 |
| 31 |
0.0016 |
| 30 |
0.002 |
| 28 |
0.0024 |
| 21 |
0.0036 |
| 14 |
0.005 |
| 3 |
0.01 |
Concrete Compression Damage
| Damage Parameter |
Inelastic Strain |
| 0 |
0 |
| 0.13 |
0.0004 |
| 0.24 |
0.0008 |
| 0.34 |
0.0012 |
| 0.43 |
0.0016 |
| 0.5 |
0.002 |
| 0.57 |
0.0024 |
| 0.71 |
0.0036 |
| 0.82 |
0.005 |
| 0.97 |
0.01 |
Concrete Tensile Behavior
| Yield Stress |
Cracking Strain |
| 1.9 |
0 |
| 1.5 |
0.0001 |
| 1.1 |
0.0003 |
| 0.96 |
0.0004 |
| 0.8 |
0.0005 |
| 0.54 |
0.0008 |
| 0.36 |
0.001 |
| 0.16 |
0.002 |
| 0.07 |
0.003 |
| 0.04 |
0.005 |
Concrete Tension Damage
| Damage Parameter |
Cracking Strain |
| 0 |
0 |
| 0.3 |
0.0001 |
| 0.55 |
0.0003 |
| 0.7 |
0.0004 |
| 0.8 |
0.0005 |
| 0.9 |
0.0008 |
| 0.93 |
0.001 |
| 0.95 |
0.002 |
| 0.97 |
0.003 |
| 0.99 |
0.005 |
