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