Object Name |
Solution Information |
State |
Solved |
Solution Information |
|
Solution Output |
Solver Output |
Newton-Raphson Residuals |
0 |
Update Interval |
2,5 s |
Display Points |
All |
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 |
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 |
Compressive Ultimate Strength Pa |
0 |
Compressive Yield Strength Pa |
2.5e+008 |
Tensile Yield Strength Pa |
2.5e+008 |
Tensile Ultimate Strength Pa |
4.6e+008 |
Reference Temperature C |
22 |
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 |
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 |
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 |
Relative Permeability |
10000 |
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