混凝土损伤模型
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塑性应力－应变关系
Compress Stress Inelastic
strain
Damage
Inelastic
strain
24019000000 292080000.00040.12990.0004 317090000.00080.24290.0008 323580000.00120.34120.0012 317680000.00160.42670.0016 303790000.0020.50120.002 285070000.00240.5660.0024 219070000.00360.7140.0036 148970000.0050.82430.005 29530000.010.96910.01 Tension recovery factor = 0.0
Tension Stress Cracking
strain
Damage
Cracking
strain
1.78E+06000
1.46E+060.00010.30.0001 1.11E+060.00030.550.0003 9.60E+050.00040.70.0004
8.00E+050.00050.80.0005
5.36E+050.00080.90.0008
3.59E+050.0010.930.001
1.61E+050.0020.950.002
7.30E+040.0030.970.003
4.00E+040.0050.990.005
Compression recovery factor = 1.0
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全应力-应变关系
Compress Stress Strain Tension Stress Strain
0000
0.000126480000.00001264800
0.000252960000.00002529600
0.000379440000.00003794400
0.0004105920000.000041059200
0.0005132400000.000051324000
0.0006158880000.000061588800
0.0007185360000.0000671780000
0.0008211840000.0001550231457000
0.000907062240190000.0003420321113000
0.001503021292080000.000436254960000
0.00199747317090000.000530211800000
0.002421979323580000.000820242536000
0.002799698317680000.001013557359000
0.003147243303790000.00200608161000
0.003476548285070000.00300275773000
0.004427304219070000.00500151140000
0.00556257614897000
0.0101115182953000
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