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Properties of Materials
B50 Concrete
Density: 2460
Young’s Modulus: 19700000000
Poisson’s Ratio: .19
Concrete Damaged Plasticity:
Plasticity:
Dilation Angle: 38
Eccentricity: 1
Fb0/fc0= 1.12
K: .666
Compressive behavior:
Yield Stress Inelastic Strain
15000000 0
20197804 7.47307E-005
30000609 9.88479E-005
40303781 0.000154123
50007692 0.000761538
40236090 0.002557559
20236090 0.005675431
5257557 0.011733119
Compression Damage:
Damage Parameter Inelastic Strain
0 0
0 7.47307E-005
0 9.88479E-005
0 0.000154123
0 0.000761538
0.195402 0.002557559
0.596382 0.005675431
0.894865 0.011733119
Tensile Behavior:
Yield Stress Cracking Strain
1998930 0
2842000 3.333E-005
1869810 0.000160427
862723 0.000279763
226254 0.000684593
56576 0.00108673
Tension Damage Parameter:
Damage parameter Cracking
Strain
0 0
0 3.333E-005
0.406411 0.000160427
0.69638 0.000279763
0.920389 0.000684593
0.980093 0.00108673
Metal:
Density: 8600
Young’s Modulus: 70e9
Poisson’s Ratio: .33
Plasticity (Johnson-Cook):
A B n m
324100000 113800000 0.42 0
Johnson-Cook Damage:
d1 d2 d3 d4 d5 Reference
strain rate
-0.77 1.45 -0.47 0 0 1
Damage Evolution:
Displacement at failure: .1