/***************************************************/
/**** Private Methods ****/
/***************************************************/
private IEnumerable <IResult> ExtractNodeReaction(List <int> ids, List <int> loadcaseIds)
{
List <NodeReaction> nodeReactions = new List <NodeReaction>();
IFView view = m_LusasApplication.getCurrentView();
IFResultsContext resultsContext = m_LusasApplication.newResultsContext(view);
string entity = "Reaction";
string location = "Nodal";
foreach (int loadcaseId in loadcaseIds)
{
IFLoadset loadset = d_LusasData.getLoadset(loadcaseId);
if (!loadset.needsAssociatedValues())
{
resultsContext.setActiveLoadset(loadset);
}
IFUnitSet unitSet = d_LusasData.getModelUnits();
double forceSIConversion = 1 / unitSet.getForceFactor();
double lengthSIConversion = 1 / unitSet.getLengthFactor();
List <string> components = new List <string>()
{
"Fx", "Fy", "Fz", "Mx", "My", "Mz"
};
d_LusasData.startUsingScriptedResults();
Dictionary <string, IFResultsComponentSet> resultsSets = GetResultsSets(entity, components, location, resultsContext);
foreach (int nodeId in ids)
{
Dictionary <string, double> featureResults = GetFeatureResults(components, resultsSets, unitSet, nodeId, "P", 6);
double fX = 0; double fY = 0; double fZ = 0; double mX = 0; double mY = 0; double mZ = 0;
featureResults.TryGetValue("Fx", out fX); featureResults.TryGetValue("Fy", out fY); featureResults.TryGetValue("Fz", out fZ);
featureResults.TryGetValue("Mx", out mX); featureResults.TryGetValue("My", out mY); featureResults.TryGetValue("Mz", out mZ);
List <double> results = new List <double>();
//TODO: resolve below identifiers extractable through the API
int mode = -1;
double timeStep = 0;
NodeReaction nodeReaction = new NodeReaction(
nodeId,
Adapters.Lusas.Convert.GetName(loadset.getName()),
mode,
timeStep,
oM.Geometry.Basis.XY,
fX * forceSIConversion,
fY * forceSIConversion,
fZ * forceSIConversion,
mX * forceSIConversion * lengthSIConversion,
mY * forceSIConversion * lengthSIConversion,
mZ * forceSIConversion * lengthSIConversion
);
nodeReactions.Add(nodeReaction);
}
d_LusasData.stopUsingScriptedResults();
d_LusasData.flushScriptedResults();
}
return(nodeReactions);
}
/***************************************************/
/**** Private Methods ****/
/***************************************************/
private IEnumerable <IResult> ExtractBarForce(List <int> ids, List <int> loadcaseIds)
{
List <BarForce> barForces = new List <BarForce>();
IFView view = m_LusasApplication.getCurrentView();
IFResultsContext resultsContext = m_LusasApplication.newResultsContext(view);
string entity = "Force/Moment - Thick 3D Beam";
string location = "Feature extreme";
foreach (int loadcaseId in loadcaseIds)
{
IFLoadset loadset = d_LusasData.getLoadset(loadcaseId);
if (!loadset.needsAssociatedValues())
{
resultsContext.setActiveLoadset(loadset);
}
IFUnitSet unitSet = d_LusasData.getModelUnits();
double forceSIConversion = 1 / unitSet.getForceFactor();
double lengthSIConversion = 1 / unitSet.getLengthFactor();
List <string> components = new List <string>()
{
"Fx", "Fy", "Fz", "Mx", "My", "Mz"
};
d_LusasData.startUsingScriptedResults();
Dictionary <string, IFResultsComponentSet> resultsSets = GetResultsSets(entity, components, location, resultsContext);
foreach (int barId in ids)
{
Dictionary <string, double> featureResults = GetFeatureResults(components, resultsSets, unitSet, barId, "L", 6);
double fX = 0; double fY = 0; double fZ = 0; double mX = 0; double mY = 0; double mZ = 0;
featureResults.TryGetValue("Fx", out fX); featureResults.TryGetValue("Fy", out fY); featureResults.TryGetValue("Fz", out fZ);
featureResults.TryGetValue("Mx", out mX); featureResults.TryGetValue("My", out mY); featureResults.TryGetValue("Mz", out mZ);
//TODO: resolve below identifiers extractable through the API
int mode = -1;
double timeStep = 0;
double position = 0;
int divisions = 0;
BarForce barForce = new BarForce(
barId,
Adapters.Lusas.Convert.GetName(loadset.getName()),
mode,
timeStep,
position,
divisions,
fX * forceSIConversion,
fY * forceSIConversion,
fZ * forceSIConversion,
mX * forceSIConversion * lengthSIConversion,
mY * forceSIConversion * lengthSIConversion,
mZ * forceSIConversion * lengthSIConversion
);
barForces.Add(barForce);
}
d_LusasData.stopUsingScriptedResults();
d_LusasData.flushScriptedResults();
}
return(barForces);
}
private IEnumerable <IResult> ExtractNodeDisplacement(List <int> ids, List <int> loadcaseIds)
{
List <NodeDisplacement> nodeDisplacements = new List <NodeDisplacement>();
IFView view = m_LusasApplication.getCurrentView();
IFResultsContext resultsContext = m_LusasApplication.newResultsContext(view);
string entity = "Displacement";
string location = "Nodal";
foreach (int loadcaseId in loadcaseIds)
{
IFLoadset loadset = d_LusasData.getLoadset(loadcaseId);
if (!loadset.needsAssociatedValues())
{
resultsContext.setActiveLoadset(loadset);
}
IFUnitSet unitSet = d_LusasData.getModelUnits();
double forceSIConversion = 1 / unitSet.getForceFactor();
double lengthSIConversion = 1 / unitSet.getLengthFactor();
List <string> components = new List <string>()
{
"DX", "DY", "DZ", "THX", "THY", "THZ"
};
d_LusasData.startUsingScriptedResults();
Dictionary <string, IFResultsComponentSet> resultsSets = GetResultsSets(entity, components, location, resultsContext);
foreach (int nodeId in ids)
{
Dictionary <string, double> featureResults = GetFeatureResults(components, resultsSets, unitSet, nodeId, "P", 6);
double uX = 0; double uY = 0; double uZ = 0; double rX = 0; double rY = 0; double rZ = 0;
featureResults.TryGetValue("DX", out uX); featureResults.TryGetValue("DY", out uY); featureResults.TryGetValue("DZ", out uZ);
featureResults.TryGetValue("THX", out rX); featureResults.TryGetValue("THY", out rY); featureResults.TryGetValue("THZ", out rZ);
//TODO: resolve below identifiers extractable through the API
int mode = -1;
double timeStep = 0;
NodeDisplacement nodeDisplacement = new NodeDisplacement(
nodeId,
Adapters.Lusas.Convert.GetName(loadset.getName()),
mode,
timeStep,
oM.Geometry.Basis.XY,
uX * lengthSIConversion,
uY * lengthSIConversion,
uZ * lengthSIConversion,
rX,
rY,
rZ
);
nodeDisplacements.Add(nodeDisplacement);
}
d_LusasData.stopUsingScriptedResults();
d_LusasData.flushScriptedResults();
}
return(nodeDisplacements);
}
/***************************************************/
private IEnumerable <IResult> ExtractBarStrain(List <int> ids, List <int> loadcaseIds)
{
List <BarStrain> barStrains = new List <BarStrain>();
IFView view = m_LusasApplication.getCurrentView();
IFResultsContext resultsContext = m_LusasApplication.newResultsContext(view);
string entity = "Strain - Thick 3D Beam";
string location = "Feature extreme";
foreach (int loadcaseId in loadcaseIds)
{
IFLoadset loadset = d_LusasData.getLoadset(loadcaseId);
if (!loadset.needsAssociatedValues())
{
resultsContext.setActiveLoadset(loadset);
}
IFUnitSet unitSet = d_LusasData.getModelUnits();
double forceSIConversion = 1 / unitSet.getForceFactor();
double lengthSIConversion = 1 / unitSet.getLengthFactor();
List <string> components = new List <string>()
{
"Ex", "Ey", "Ez", "Bx", "By", "Bz"
};
d_LusasData.startUsingScriptedResults();
Dictionary <string, IFResultsComponentSet> resultsSets = GetResultsSets(entity, components, location, resultsContext);
foreach (int barId in ids)
{
Dictionary <string, double> featureResults = GetFeatureResults(components, resultsSets, unitSet, barId, "L", 6);
List <string> keys = featureResults.Keys.ToList();
double eX = 0; double eY = 0; double eZ = 0; double bX = 0; double bY = 0; double bZ = 0;
featureResults.TryGetValue("Ex", out eX); featureResults.TryGetValue("Ey", out eY); featureResults.TryGetValue("Ez", out eZ);
featureResults.TryGetValue("Bx", out bX); featureResults.TryGetValue("By", out bY); featureResults.TryGetValue("Bz", out bZ);
//TODO: resolve below identifiers extractable through the API
int mode = -1;
double timeStep = 0;
double position = 0;
int divisions = 0;
BarStrain barStrain = new BarStrain(
barId,
Adapters.Lusas.Convert.GetName(loadset.getName()),
mode,
timeStep,
position,
divisions,
eX,
eY,
eZ,
0,
0,
0,
0,
0,
0);
BH.Engine.Base.Compute.RecordWarning("Please note only axial and shear strains will be returned when pulling BarStrain results.");
barStrains.Add(barStrain);
}
d_LusasData.stopUsingScriptedResults();
d_LusasData.flushScriptedResults();
}
return(barStrains);
}