FEM: result object, better grouping in result properties, this does not break compatibility

This commit is contained in:
Bernd Hahnebach
2018-05-21 14:32:22 +02:00
committed by wmayer
parent bbd340bc1a
commit d413768080
2 changed files with 23 additions and 77 deletions

View File

@@ -39,49 +39,14 @@ PROPERTY_SOURCE(Fem::FemResultObject, App::DocumentObject)
FemResultObject::FemResultObject()
{
ADD_PROPERTY_TYPE(Mesh,(0), "General",Prop_None,"Link to the corresponding mesh");
ADD_PROPERTY_TYPE(NodeNumbers,(0), "Data",Prop_None,"Numbers of the result nodes");
ADD_PROPERTY_TYPE(Stats,(0), "Fem",Prop_None,"Statistics of the results");
ADD_PROPERTY_TYPE(Time,(0), "Fem",Prop_None,"Time of analysis incement");
/*
ADD_PROPERTY_TYPE(DisplacementVectors,(), "Fem",Prop_None,"List of displacement vectors");
ADD_PROPERTY_TYPE(DisplacementLengths,(0), "Fem",Prop_None,"List of displacement lengths");
ADD_PROPERTY_TYPE(StressVectors,(), "Fem",Prop_None,"List of Stress vectors");
ADD_PROPERTY_TYPE(StrainVectors,(), "Fem",Prop_None,"List of Strain vectors");
ADD_PROPERTY_TYPE(StressValues,(0), "Fem",Prop_None,"List of Von Misses stress values");
ADD_PROPERTY_TYPE(PrincipalMax,(0), "Fem",Prop_None,"List of First Principal (Max) stress values");
ADD_PROPERTY_TYPE(PrincipalMed,(0), "Fem",Prop_None,"List of Second Principal (Med) stress values");
ADD_PROPERTY_TYPE(PrincipalMin,(0), "Fem",Prop_None,"List of Third Principal (Min) stress values");
ADD_PROPERTY_TYPE(MaxShear,(0), "Fem",Prop_None,"List of Maximum Shear stress values");
ADD_PROPERTY_TYPE(Temperature,(0), "Fem",Prop_None,"Nodal temperatures");
ADD_PROPERTY_TYPE(MassFlowRate,(0), "Fem",Prop_None,"Nodal network mass flow rate");
ADD_PROPERTY_TYPE(NetworkPressure,(0), "Fem",Prop_None,"Nodal network pressure");
ADD_PROPERTY_TYPE(Eigenmode,(0), "Fem",Prop_None,"Number of the eigenmode");
ADD_PROPERTY_TYPE(EigenmodeFrequency,(0), "Fem",Prop_None,"Frequency of the eigenmode");
ADD_PROPERTY_TYPE(UserDefined,(0), "Fem",Prop_None,"User Defined Results");
*/
ADD_PROPERTY_TYPE(NodeNumbers,(0), "NodeData",Prop_None,"Numbers of the result nodes");
ADD_PROPERTY_TYPE(Stats,(0), "Data",Prop_None,"Statistics of the results");
ADD_PROPERTY_TYPE(Time,(0), "Data",Prop_None,"Time of analysis incement");
// make read-only for property editor
NodeNumbers.setStatus(App::Property::ReadOnly, true);
Stats.setStatus(App::Property::ReadOnly, true);
Time.setStatus(App::Property::ReadOnly, true);
/*
DisplacementVectors.setStatus(App::Property::ReadOnly, true);
DisplacementLengths.setStatus(App::Property::ReadOnly, true);
StressVectors.setStatus(App::Property::ReadOnly, true);
StrainVectors.setStatus(App::Property::ReadOnly, true);
StressValues.setStatus(App::Property::ReadOnly, true);
PrincipalMax.setStatus(App::Property::ReadOnly, true);
PrincipalMed.setStatus(App::Property::ReadOnly, true);
PrincipalMin.setStatus(App::Property::ReadOnly, true);
MaxShear.setStatus(App::Property::ReadOnly, true);
Temperature.setStatus(App::Property::ReadOnly, true);
MassFlowRate.setStatus(App::Property::ReadOnly, true);
NetworkPressure.setStatus(App::Property::ReadOnly, true);
Eigenmode.setStatus(App::Property::ReadOnly, true);
EigenmodeFrequency.setStatus(App::Property::ReadOnly, true);
UserDefined.setStatus(App::Property::ReadOnly, false);
*/
}
FemResultObject::~FemResultObject()