|
Object Name |
Solution Information |
|
State |
Solved |
|
Solution Information |
|
|
Solution Output |
Solver Output |
|
Newton-Raphson Residuals |
0 |
|
Update Interval |
2,5 s |
|
Display Points |
All |
TABLE 11 Model (A4) > Static Structural (A5) > Solution (A6) > Results
|
Object Name |
Equivalent Stress |
Shear Stress |
Total Deformation |
|
State |
Solved |
||
|
Scope |
|||
|
Scoping Method |
Geometry Selection |
||
|
Geometry |
All Bodies |
||
|
Definition |
|||
|
Type |
Equivalent (von-Mises) Stress |
Shear Stress |
Total Deformation |
|
By |
Time |
||
|
Display Time |
Last |
||
|
Calculate Time History |
Yes |
||
|
Identifier |
|||
|
Orientation |
XZ Plane |
||
|
Coordinate System |
Global Coordinate System |
||
|
Integration Point Results |
|||
|
Display Option |
Averaged |
||
|
Results |
|||
|
Minimum |
1110,5 Pa |
-10821 Pa |
0, m |
|
Maximum |
94609 Pa |
17085 Pa |
1,3392e-003 m |
|
Information |
|||
|
Time |
1, s |
||
|
Load Step |
1 |
||
|
Substep |
1 |
||
|
Iteration Number |
1 |
||
TABLE 12 Structural Steel > Constants
|
Density |
7850 kg m^-3 |
|
Coefficient of Thermal Expansion |
1.2e-005 C^-1 |
|
Specific Heat |
434 J kg^-1 C^-1 |
|
Thermal Conductivity |
60.5 W m^-1 C^-1 |
|
Resistivity |
1.7e-007 ohm m |
TABLE 13 Structural Steel > Compressive Ultimate Strength
|
Compressive Ultimate Strength Pa |
|
0 |
TABLE 14 Structural Steel > Compressive Yield Strength
|
Compressive Yield Strength Pa |
|
2.5e+008 |
TABLE 15 Structural Steel > Tensile Yield Strength
|
Tensile Yield Strength Pa |
|
2.5e+008 |
TABLE 16 Structural Steel > Tensile Ultimate Strength
|
Tensile Ultimate Strength Pa |
|
4.6e+008 |
TABLE 17 Structural Steel > Isotropic Secant Coefficient of Thermal Expansion
|
Reference Temperature C |
|
22 |
TABLE 18 Structural Steel > Alternating Stress Mean Stress
|
Alternating Stress Pa |
Cycles |
Mean Stress Pa |
|
3.999e+009 |
10 |
0 |
|
2.827e+009 |
20 |
0 |
|
1.896e+009 |
50 |
0 |
|
1.413e+009 |
100 |
0 |
|
1.069e+009 |
200 |
0 |
|
4.41e+008 |
2000 |
0 |
|
2.62e+008 |
10000 |
0 |
|
2.14e+008 |
20000 |
0 |
|
1.38e+008 |
1.e+005 |
0 |
|
1.14e+008 |
2.e+005 |
0 |
|
8.62e+007 |
1.e+006 |
0 |
TABLE 19 Structural Steel > Strain-Life Parameters
|
Strength Coefficient Pa |
Strength Exponent |
Ductility Coefficient |
Ductility Exponent |
Cyclic Strength Coefficient Pa |
Cyclic Strain Hardening Exponent |
|
9.2e+008 |
-0.106 |
0.213 |
-0.47 |
1.e+009 |
0.2 |
TABLE 20 Structural Steel > Isotropic Elasticity
|
Temperature C |
Young's Modulus Pa |
Poisson's Ratio |
Bulk Modulus Pa |
Shear Modulus Pa |
|
2.e+011 |
0.3 |
1.6667e+011 |
7.6923e+010 |
TABLE 21 Structural Steel > Isotropic Relative Permeability
|
Relative Permeability |
|
10000 |

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