- as reported here: https://forum.freecadweb.org/viewtopic.php?p=583133#p583133
The point is that the user cannot know that he has to multiply the shown numbers for displacements by 0.001 but for the displayed stresses by 1e6 while the temperature is already correct.
The fix is to be consistent and display in SI units. This commit does this and was tested using unit systems with mm and meter based length.
- in order to benefit from the previous fix when e.g. setting up a clip filter of a clip filter one needs the set inputs untouched. The existing modes however changed all an the addition of a new filter.
Use this new mode as default since it preserves the inputs as the users set them on the filter creation
PropertySheet used to only work when refereceing its own cell either
through cell address or alias. It does not work for reference to other
property of the owner Spreadsheet object.
- the object was not created inside the analysis container (while this was correctly done when it is created from a solver run)
- after the creation, the object was only hardly visible for the user
"new framework" implies especially to new users that this is the CCX of choice. But it is not, since you cannot Since we keep it in the menu and experienced users will find it.
- we must not hardcode the number of coincidence vector places
The user must have a chance to change this setting for the iterative solvers according to the Z88 docs.
We use as default the number Z88 uses in its distributed example.
(I doubt that it is sensible to check if a hardcoded memory value is written. The test will fail if you use a non-default memory setting on your FreeCAD. The CI uses of course the default)
- we must not hardcode the number of stiffness matrix places, especially not for the Cholesky solver
The user must have a chance to change this setting in case of a solver error. This is also according to the Z88 docs that says it is a two step process:
- the solver first computed the necessary places
- the user must set the value accordingly in case it is too low
- also some code style fixes
- especially don't hardcode the choly solver that fails quickly for finer meshes
- setting sorcg as default since it shows the best performance with the cantilever tests
