Moderator: bernd
Code: Select all
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Case 1
Sigma: 2.000 -2.000 5.000 6.000 -4.000 2.000
Governing Eq.14 Rho: 0.02400 0.00400 0.01400
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Case 2
Sigma: -3.000 -7.000 0.000 6.000 -4.000 2.000
Governing Eq.10+ Rho: 0.00886 0.00000 0.00571
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Case 3
Sigma: -1.000 -7.000 10.000 0.000 0.000 5.000
Governing Eq.5 Rho: 0.00000 0.00000 0.02714
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Case 4
Sigma: 3.000 0.000 10.000 0.000 5.000 0.000
Governing Eq.13 Rho: 0.01600 0.00000 0.03000
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Case 5
Sigma: 10.000 7.000 -3.000 3.000 1.000 -2.000
Governing Eq.11- Rho: 0.02533 0.02133 0.00000
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Case 6
Sigma: 4.000 -7.000 3.000 7.000 0.000 -5.000
Governing Eq.14 Rho: 0.02200 0.01000 0.01600
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Case 7
Sigma: 8.000 -14.000 6.000 14.000 0.000 -10.000
Governing Eq.14 Rho: 0.04400 0.02000 0.03200
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Case 8
Sigma: 1.000 0.000 3.000 10.000 -8.000 7.000
Governing Eq.17 Rho: 0.02486 0.01750 0.01720
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Case 9
Sigma: 0.000 0.000 0.000 10.000 8.000 7.000
Governing Eq.13 Rho: 0.03600 0.03400 0.03000
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Case 10
Sigma: 15.000 0.000 0.000 0.000 0.000 0.000
Governing Eq.13 Rho: 0.03000 0.00000 0.00000
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Case 11
Sigma: 0.000 0.000 0.000 5.000 0.000 0.000
Governing Eq.13 Rho: 0.01000 0.01000 0.00000
because the result vectors are hard coded in the result object. https://github.com/FreeCAD/FreeCAD/blob ... py#L45-L82
von Mises is added and calculated to the result object at import of ccx result file https://github.com/FreeCAD/FreeCAD/blob ... em.py#L412 and https://github.com/FreeCAD/FreeCAD/blob ... em.py#L262
Well, I guess I can rule out Paraview, because FC does not write the shear stresses Sigxy, Sigxz and Sigyz to the VTK file and I can't find how to modify the VTK writer, if at all possible (?)