c30混凝土本构关系

混凝土本构关系

3.00E+040.2压应力应变压应力损伤系数

0.002514.07000

20.10.00080.00080.01

14.6360.002460.002460.272

10.730.00410.00410.499

7.50.00560.00560.627

5.90.00720.00720.758

4.890.00870.00870.831

4.150.010.010.875

3.610.0120.0120.904

3.190.0130.0130.924

15

钢筋 2.00E+05

0.002

0.01

拉应力应变拉应力损伤系数

2.03000

2.010.0000280.0000280.01

1.230.000150.000150.387

0.8490.000260.000260.578

0.6610.000360.000360.671

0.5480.000450.000450.788

0.4730.0005550.0005550.862

0.4190.000650.000650.908

0.3780.000750.000750.933

0.3460.000850.000850.949

0.1180.003810.003810.997

0.1 1.160.66670.0005

0.30.0078

4000

5400.00817500