/***************************************************/
/**** Public Methods ****/
/***************************************************/
public static IMaterialFragment FromRFEM(this rf.Material material)
{
IMaterialFragment bhMaterial = null;
string[] stringArr = material.TextID.Split('@');
MaterialType matType = material.GetMaterialType();// Engine.Adapters.RFEM.Query.GetMaterialType(material);
string matName = Engine.Adapters.RFEM.Query.GetMaterialName(material);
switch (matType)
{
case MaterialType.Aluminium:
bhMaterial = Engine.Structure.Create.Aluminium(matName);
break;
case MaterialType.Steel:
bhMaterial = Engine.Structure.Create.Steel(matName);
break;
case MaterialType.Concrete:
bhMaterial = Engine.Structure.Create.Concrete(matName);
break;
case MaterialType.Timber: //TODO: as this uses vector over double assumption is the the below turns Timber into an incorrect Isotropic material !!!
BH.oM.Geometry.Vector young = new oM.Geometry.Vector()
{
X = material.ElasticityModulus, Y = material.ElasticityModulus, Z = material.ElasticityModulus
};
BH.oM.Geometry.Vector poissons = new oM.Geometry.Vector()
{
X = material.PoissonRatio, Y = material.PoissonRatio, Z = material.PoissonRatio
};
BH.oM.Geometry.Vector shear = new oM.Geometry.Vector()
{
X = material.ShearModulus, Y = material.ShearModulus, Z = material.ShearModulus
};
BH.oM.Geometry.Vector thermal = new oM.Geometry.Vector()
{
X = material.ThermalExpansion, Y = material.ThermalExpansion, Z = material.ThermalExpansion
};
bhMaterial = Engine.Structure.Create.Timber(matName, young, poissons, shear, thermal, material.SpecificWeight, 0.05);
break;
case MaterialType.Rebar:
case MaterialType.Tendon:
case MaterialType.Glass:
case MaterialType.Cable:
case MaterialType.Undefined:
default:
break;
}
bhMaterial.SetAdapterId(typeof(RFEMId), material.No);
return(bhMaterial);
}
/***************************************************/
private ISectionProperty GetSectionProperty(int crossSectionNumber)
{
ISectionProperty sectionProperty;
if (!m_sectionDict.TryGetValue(crossSectionNumber, out sectionProperty))
{
rf.ICrossSection rfISection = modelData.GetCrossSection(crossSectionNumber, rf.ItemAt.AtNo);
rf.CrossSection rfSection = rfISection.GetData();
rf.Material rfMat = modelData.GetMaterial(rfSection.MaterialNo, rf.ItemAt.AtNo).GetData();
sectionProperty = rfISection.FromRFEM(rfMat);
m_sectionDict.Add(crossSectionNumber, sectionProperty);
}
return(sectionProperty);
}
public static string GetMaterialName(rf.Material rfMaterial)
{
string materialName;
string[] materialString = rfMaterial.TextID.Split('@');
if (materialString.Length < 2)
{
materialName = rfMaterial.Description;
}
else
{
materialName = materialString[0].Split('|')[1];
}
return(materialName);
}
/***************************************************/
/**** Public Methods ****/
/***************************************************/
//Text ID contains the following parameters:
//• NameID - Language independent name of the material according to the German terminology.
//• TypeID - Language independent type of the material.
//• NormID - Language independent code of the material.
//Format: NameID|material ID@TypeID|material type@NormID|material code
//Example: NameID|Steel S 235@TypeID|STEEL@StandardID|DIN EN 1993-1-1-10
public static MaterialType GetMaterialType(this rf.Material rfMaterial)
{
string[] materialString = rfMaterial.TextID.Split('@');
if (materialString.Count() < 2)
{
Engine.Base.Compute.RecordWarning("Don't know how to make" + rfMaterial.TextID + ". Steel created instead!");
return(MaterialType.Steel);
}
switch (materialString[1])
{
case "TypeID|STEEL":
return(MaterialType.Steel);
case "TypeID|ALUMINIUM":
return(MaterialType.Aluminium);
case "TypeID|CONCRETE":
return(MaterialType.Concrete);
case "TypeID|TIMBER":
case "TypeID|CONIFEROUS":
return(MaterialType.Timber);
case "TypeID|CABLE":
return(MaterialType.Cable);
case "TypeID|GLASS":
return(MaterialType.Glass);
case "TypeID|REBAR":
return(MaterialType.Rebar);
case "TypeID|TENDON":
return(MaterialType.Tendon);
default:
Engine.Base.Compute.RecordWarning("Don't know how to make: " + materialString[1]);
return(MaterialType.Undefined);
}
}
/***************************************************/
/**** Private methods ****/
/***************************************************/
private bool CreateCollection(IEnumerable <IMaterialFragment> materialFragments)
{
if (materialFragments.Count() > 0)
{
int idNum = 0;
List <IMaterialFragment> matList = materialFragments.ToList();
rf.Material[] rfMaterials = new rf.Material[matList.Count()];
for (int i = 0; i < matList.Count(); i++)
{
idNum = GetAdapterId <int>(matList[i]);// NextId(matList[i].GetType()));
rfMaterials[i] = matList[i].ToRFEM(idNum);
modelData.SetMaterial(rfMaterials[i]);
}
//modelData.SetMaterials(rfMaterials);
}
return(true);
}
/***************************************************/
/**** Private methods ****/
/***************************************************/
//The List<string> in the methods below can be changed to a list of any type of identification more suitable for the toolkit
//If no ids are provided, the convention is to return all elements of the type
private List <ISectionProperty> ReadSectionProperties(List <string> ids = null)
{
List <ISectionProperty> sectionPropList = new List <ISectionProperty>();
//ReadSectionFromRFEMLibrary("IPE 200");
if (ids == null)
{
foreach (rf.CrossSection rfSection in modelData.GetCrossSections())
{
rf.Material rfMaterial = modelData.GetMaterial(rfSection.MaterialNo, rf.ItemAt.AtNo).GetData();
rf.ICrossSection rfISection = modelData.GetCrossSection(rfSection.No, rf.ItemAt.AtNo);
ISectionProperty section = rfISection.FromRFEM(rfMaterial);
sectionPropList.Add(section);
int sectionId = rfSection.No;
if (!m_sectionDict.ContainsKey(sectionId))
{
m_sectionDict.Add(sectionId, section);
}
}
}
else
{
foreach (string id in ids)
{
rf.ICrossSection rfISection = modelData.GetCrossSection(Int32.Parse(id), rf.ItemAt.AtNo);
rf.CrossSection rfSection = rfISection.GetData();
rf.Material rfMaterial = modelData.GetMaterial(rfSection.MaterialNo, rf.ItemAt.AtNo).GetData();
sectionPropList.Add(rfISection.FromRFEM(rfMaterial));
}
}
return(sectionPropList);
}
/***************************************************/
/**** Public Methods ****/
/***************************************************/
public static ISectionProperty FromRFEM(this rf.ICrossSection rfISectionProperty, rf.Material rfMaterial)
{
rf.CrossSection rfSectionProperty = rfISectionProperty.GetData();
string sectionName = rfSectionProperty.Description;
rf3.DB_CRSC_PROPERTY[] sectionDBProps = null;
object libraryObj = null;
if (sectionName != "")
{
try
{
libraryObj = rfISectionProperty.GetDatabaseCrossSection();
rf3.IrfCrossSectionDB sectionFromDB = libraryObj as rf3.IrfCrossSectionDB;
int propCount = sectionFromDB.rfGetPropertyCount();
sectionDBProps = new rf3.DB_CRSC_PROPERTY[propCount];
sectionFromDB.rfGetPropertyArrAll(propCount, sectionDBProps);
}
catch
{
Engine.Base.Compute.RecordWarning("Could not create section named " + sectionName + " from library parameters. Best guess on name will be used");
}
}
IMaterialFragment materialFragment = rfMaterial.FromRFEM();
IProfile profile = Engine.Adapters.RFEM.Compute.GetSectionProfile(sectionName, sectionDBProps);
if (profile != null)
{
IGeometricalSection geoSection = BH.Engine.Structure.Create.SectionPropertyFromProfile(profile, materialFragment, rfSectionProperty.TextID);// this creates the right property if the right material is provided
geoSection.SetAdapterId(typeof(RFEMId), rfSectionProperty.No);
geoSection.Name = rfSectionProperty.TextID;
return(geoSection);
}
else
{
ExplicitSection expSection = new ExplicitSection();
expSection.Material = materialFragment;
expSection.Area = rfSectionProperty.AxialArea;
expSection.J = rfSectionProperty.TorsionMoment;
expSection.Asy = rfSectionProperty.ShearAreaY;
expSection.Asz = rfSectionProperty.ShearAreaZ;
expSection.Iy = rfSectionProperty.BendingMomentY;
expSection.Iz = rfSectionProperty.BendingMomentZ;
expSection.SetAdapterId(typeof(RFEMId), rfSectionProperty.No);
expSection.Name = rfSectionProperty.TextID;
return(expSection);
}
}
/***************************************************/
/**** Public Methods ****/
/***************************************************/
public static rf.Material ToRFEM(this IMaterialFragment materialFragment, int materialId)
{
//Example: NameID|Steel S 235@TypeID|STEEL@StandardID|DIN EN 1993-1-1-10
rf.Material rfMaterial = new rf.Material();
rfMaterial.No = materialId;
rfMaterial.Description = materialFragment.Name;
rfMaterial.SpecificWeight = materialFragment.Density * 10; //translate from kg/m3 to kN/m3
if (materialFragment.GetType() == typeof(Aluminium))
{
IIsotropic material = materialFragment as IIsotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff;
rfMaterial.PoissonRatio = material.PoissonsRatio;
rfMaterial.ElasticityModulus = material.YoungsModulus;
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | ALUMINIUM" + "@StandardID | No norm set!";
}
else if (materialFragment.GetType() == typeof(Steel))
{
IIsotropic material = materialFragment as IIsotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff;
rfMaterial.PoissonRatio = material.PoissonsRatio;
rfMaterial.ElasticityModulus = material.YoungsModulus;
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | STEEL" + "@StandardID | No norm set!";
}
else if (materialFragment.GetType() == typeof(Concrete))
{
IIsotropic material = materialFragment as IIsotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff;
rfMaterial.PoissonRatio = material.PoissonsRatio;
rfMaterial.ElasticityModulus = material.YoungsModulus;
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | CONCRETE" + "@StandardID | No norm set!";
}
else if (materialFragment.GetType() == typeof(GenericIsotropicMaterial))
{
IIsotropic material = materialFragment as IIsotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff;
rfMaterial.PoissonRatio = material.PoissonsRatio;
rfMaterial.ElasticityModulus = material.YoungsModulus;
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | STEEL" + "@StandardID | No norm set!";
}
else if (materialFragment.GetType() == typeof(Timber))
{
//TODO: this looks like orthotropic is turned into isotropic !!!
IOrthotropic material = materialFragment as IOrthotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff.X;
rfMaterial.PoissonRatio = material.PoissonsRatio.Y;
rfMaterial.ElasticityModulus = material.YoungsModulus.Z;
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | TIMBER" + "@StandardID | No norm set!";
}
else if (materialFragment.GetType() == typeof(GenericOrthotropicMaterial))
{
IOrthotropic material = materialFragment as IOrthotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff.X;
rfMaterial.PoissonRatio = material.PoissonsRatio.Y;
rfMaterial.ElasticityModulus = material.YoungsModulus.Z;
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | TIMBER" + "@StandardID | No norm set!";
}
else
{
IIsotropic material = materialFragment as IIsotropic;
rfMaterial.ThermalExpansion = material.ThermalExpansionCoeff;
rfMaterial.PoissonRatio = material.PoissonsRatio;
rfMaterial.ElasticityModulus = material.YoungsModulus;
Engine.Base.Compute.RecordWarning("Cannot make " + materialFragment.Name + ". Replaced with standard steel");
rfMaterial.TextID = "NameID | " + materialFragment.Name + "@TypeID | STEEL" + "@StandardID | No norm set!";
}
return(rfMaterial);
}
private List <Dlubal.RFEM5.Surface> CreateRfemSurfaces(List <Rhino.Geometry.Brep> Rh_Srf, double srfThicknessInMethod, string srfMaterialTextDescription, string srfCommentMethodIn)
{
//cycling through all Surfaces and creating RFEM objects;
int nodeCount = 1;
int lineCount = 1;
int surfaceCount = 1;
//list for curves describing surface edges
List <Rhino.Geometry.Curve> RhSimpleLines = new List <Rhino.Geometry.Curve>();
//lists for nodes, lines and surfaces to be created
List <Dlubal.RFEM5.Node> RfemNodeList = new List <Dlubal.RFEM5.Node>();
List <Dlubal.RFEM5.Line> RfemLineList = new List <Dlubal.RFEM5.Line>();
List <Dlubal.RFEM5.Surface> RfemSurfaceList = new List <Dlubal.RFEM5.Surface>();
//---- Interface with RFEM, getting available element numbers ----
#region Interface with RFEM, getting available element numbers
// Gets interface to running RFEM application.
IApplication app = Marshal.GetActiveObject("RFEM5.Application") as IApplication;
// Locks RFEM licence
app.LockLicense();
// Gets interface to active RFEM model.
IModel model = app.GetActiveModel();
// Gets interface to model data.
IModelData data = model.GetModelData();
// Gets Max node, line , surface support numbers
int currentNewNodeNo = data.GetLastObjectNo(ModelObjectType.NodeObject) + 1;
int currentNewLineNo = data.GetLastObjectNo(ModelObjectType.LineObject) + 1;
int currentNewSurfaceNo = data.GetLastObjectNo(ModelObjectType.SurfaceObject) + 1;
int currentNewMaterialNo = data.GetLastObjectNo(ModelObjectType.MaterialObject) + 1;
#endregion
// Defines material used for all surfaces
Dlubal.RFEM5.Material material = new Dlubal.RFEM5.Material();
material.No = currentNewMaterialNo;
material.TextID = srfMaterialTextDescription;
material.ModelType = MaterialModelType.IsotropicLinearElasticType;
//start cycling through all surfaces
foreach (Rhino.Geometry.Brep RhSingleSurface in Rh_Srf)
{
#region simplification of perimeter edges
// clearing previous surface data before starting to work on new surface:
RhSimpleLines.Clear();
//simplifying edges - adding to array;
Rhino.Geometry.Curve[] curves = RhSingleSurface.DuplicateEdgeCurves(true);
curves = Rhino.Geometry.Curve.JoinCurves(curves);
foreach (Rhino.Geometry.Curve RhSingleCurve in curves)
{
if (RhSingleCurve.IsPolyline())
{
if (RhSingleCurve.SpanCount == 1)
{
//if this is simple linear line
RhSimpleLines.Add(RhSingleCurve);
}
else
{
foreach (Rhino.Geometry.Curve explodedSurface in RhSingleCurve.DuplicateSegments())
{
//if this is polyline
RhSimpleLines.Add(explodedSurface);
}
}
}
else
{
foreach (Rhino.Geometry.Curve explodedLine in RhSingleCurve.ToPolyline(0, 0, 3.14, 1, 0, 0, 0, segmentLength, true).DuplicateSegments())
{
//if this is curved lines
RhSimpleLines.Add(explodedLine);
}
}
#endregion
int surfaceNodeCounter = 0; //counts nodes witin one surface. nodeCount counts overall nodes in model
int surfaceLineCounter = 0; // counts lines (edges) for one surface, lineCount counts overall lines in model
//cycling through perimeter of the surface and defining lines surface
#region Defining nodes and lines for one surface
for (int i = 0; i < RhSimpleLines.Count; i++)
{
//defining variables needed to store geometry and RFEM info
Rhino.Geometry.Point3d startPoint = RhSimpleLines[i].PointAtStart;
Rhino.Geometry.Point3d endPoint = RhSimpleLines[i].PointAtEnd;
//if this is the first line for the surface
if (i == 0)
{
// defining start and end nodes of the line
Dlubal.RFEM5.Node tempCurrentStartNode = new Dlubal.RFEM5.Node();
Dlubal.RFEM5.Node tempCurrentEndNode = new Dlubal.RFEM5.Node();
tempCurrentStartNode.No = currentNewNodeNo;
tempCurrentStartNode.X = Math.Round(startPoint.X, 5);
tempCurrentStartNode.Y = Math.Round(startPoint.Y, 5);
tempCurrentStartNode.Z = Math.Round(startPoint.Z, 5);
tempCurrentEndNode.No = currentNewNodeNo + 1;
tempCurrentEndNode.X = Math.Round(endPoint.X, 5);
tempCurrentEndNode.Y = Math.Round(endPoint.Y, 5);
tempCurrentEndNode.Z = Math.Round(endPoint.Z, 5);
RfemNodeList.Add(tempCurrentStartNode);
RfemNodeList.Add(tempCurrentEndNode);
// defining line
Dlubal.RFEM5.Line tempCurrentLine = new Dlubal.RFEM5.Line();
tempCurrentLine.No = currentNewLineNo;
tempCurrentLine.Type = LineType.PolylineType;
tempCurrentLine.NodeList = $"{tempCurrentStartNode.No}, {tempCurrentEndNode.No}";
RfemLineList.Add(tempCurrentLine);
nodeCount = nodeCount + 2;
surfaceNodeCounter = surfaceNodeCounter + 2;
lineCount++;
surfaceLineCounter++;
currentNewNodeNo = currentNewNodeNo + 2;
currentNewLineNo++;
}
//if this is the last node for the surface
else if (i == RhSimpleLines.Count - 1)
{
//no need to define new node as these are both already defined
//create line connecting previous node with first node for surface
// defining start and end nodes of the line
Dlubal.RFEM5.Line tempCurrentLine = new Dlubal.RFEM5.Line();
tempCurrentLine.No = currentNewLineNo;
tempCurrentLine.Type = LineType.PolylineType;
tempCurrentLine.NodeList = $"{RfemNodeList[RfemNodeList.Count - 1].No}, {RfemNodeList[RfemNodeList.Count - surfaceNodeCounter].No}";
RfemLineList.Add(tempCurrentLine);
lineCount++;
surfaceLineCounter++;
currentNewLineNo++;
}
else
{
//if this is just a node somewhere on edges
//defining end node of line
Dlubal.RFEM5.Node tempCurrentEndNode = new Dlubal.RFEM5.Node();
// defining start and end nodes of the line
Dlubal.RFEM5.Line tempCurrentLine = new Dlubal.RFEM5.Line();
tempCurrentEndNode.No = currentNewNodeNo;
tempCurrentEndNode.X = Math.Round(endPoint.X, 5);
tempCurrentEndNode.Y = Math.Round(endPoint.Y, 5);
tempCurrentEndNode.Z = Math.Round(endPoint.Z, 5);
RfemNodeList.Add(tempCurrentEndNode);
tempCurrentLine.No = currentNewLineNo;
tempCurrentLine.Type = LineType.PolylineType;
tempCurrentLine.NodeList = $"{RfemNodeList[RfemNodeList.Count - 2].No}, {RfemNodeList[RfemNodeList.Count - 1].No}";
RfemLineList.Add(tempCurrentLine);
nodeCount++;
surfaceNodeCounter++;
lineCount++;
surfaceLineCounter++;
currentNewNodeNo++;
currentNewLineNo++;
}
}
#endregion
//defines surface data
#region Defining data of the surface to be written
// start with making a string with "list" of lines forming the surface
int surfaceFirstLine = currentNewLineNo - RhSimpleLines.Count;
int surfaceLastLine = surfaceFirstLine + RhSimpleLines.Count - 1;
string surfaceLineList = "";
for (int i = surfaceFirstLine; i < surfaceLastLine; i++)
{
surfaceLineList = surfaceLineList + i.ToString() + ",";
}
surfaceLineList = surfaceLineList + surfaceLastLine.ToString();
// defining RFEM parameter of surface
Dlubal.RFEM5.Surface surfaceData = new Dlubal.RFEM5.Surface();
surfaceData.No = currentNewSurfaceNo;
surfaceData.MaterialNo = material.No;
surfaceData.GeometryType = SurfaceGeometryType.PlaneSurfaceType;
surfaceData.BoundaryLineList = surfaceLineList;
surfaceData.Comment = srfCommentMethodIn;
// if -1 is input as thickness, surface is created as rigid, otherwise it is "standard"
if (srfThicknessInMethod == -1)
{
surfaceData.StiffnessType = SurfaceStiffnessType.RigidStiffnessType;
}
else if (srfThicknessInMethod == 0)
{
surfaceData.StiffnessType = SurfaceStiffnessType.NullStiffnessType;
}
else
{
surfaceData.StiffnessType = SurfaceStiffnessType.StandardStiffnessType;
surfaceData.Thickness.Constant = srfThicknessInMethod;
}
//adding surface to elements to be written
RfemSurfaceList.Add(surfaceData);
surfaceCount++;
currentNewSurfaceNo++;
#endregion
}
}
//try writing the surface;
#region Writing the surface and releasing RFEM model
try
{
//prepares model for modification.
data.PrepareModification();
data.SetMaterial(material);
//This version writes nodes one-by-one because the data.SetNodes() for array appears not to be working
foreach (Node currentRfemNode in RfemNodeList)
{
data.SetNode(currentRfemNode);
}
//This version writes lines one-by-one because the data.SetLines() for array appears not to be working
foreach (Dlubal.RFEM5.Line currentRfemLine in RfemLineList)
{
data.SetLine(currentRfemLine);
}
//This version writes lines one-by-one because the data.SetLines() for array appears not to be working
foreach (Dlubal.RFEM5.Surface currentRfemSurface in RfemSurfaceList)
{
data.SetSurface(currentRfemSurface);
}
//finishes modifications - regenerates numbering etc.
data.FinishModification();
}
catch (Exception ex)
{
MessageBox.Show(ex.Message, "Error - Surface Write", MessageBoxButtons.OK, MessageBoxIcon.Error);
}
//resetting counters;
nodeCount = 1;
lineCount = 1;
surfaceCount = 1;
// Releases interface to RFEM model.
model = null;
// Unlocks licence and releases interface to RFEM application.
if (app != null)
{
app.UnlockLicense();
app = null;
}
// Cleans Garbage Collector and releases all cached COM interfaces.
System.GC.Collect();
System.GC.WaitForPendingFinalizers();
#endregion
//output 'success' as true
writeSuccess = true;
///the Surfaces below outputs created RFEM surfaces in output parameter
///current funcionality does not use this
return(RfemSurfaceList);
}
private List <Dlubal.RFEM5.Member> CreateRfemMembers(List <Dlubal.RFEM5.Line> rfemLineMethodIn, string sectionIdMethodIn, string materialIdMethodIn, Dlubal.RFEM5.MemberHinge rfemHingeStartMethodIn, Dlubal.RFEM5.MemberHinge rfemHingeEndMethodIn, double rotationMethodIn, string commentsListMethodIn)
{
//---- Interface with RFEM, getting available element numbers ----
#region Estabilishing connection with RFEM, getting available element numbers
// Gets interface to running RFEM application.
IApplication app = Marshal.GetActiveObject("RFEM5.Application") as IApplication;
// Locks RFEM licence
app.LockLicense();
// Gets interface to active RFEM model.
IModel model = app.GetActiveModel();
// Gets interface to model data.
IModelData data = model.GetModelData();
// Gets Max node, line , line support numbers
int currentNewMemberNo = data.GetLastObjectNo(ModelObjectType.MemberObject) + 1;
int currentNewSectionNo = data.GetLastObjectNo(ModelObjectType.CrossSectionObject) + 1;
int currentNewMaterialNo = data.GetLastObjectNo(ModelObjectType.MaterialObject) + 1;
int currentNewHingeNo = data.GetLastObjectNo(ModelObjectType.MemberHingeObject) + 1;
#endregion
//---- Defining material, cross section and releases ----
#region Defining material, cross section and releases
//define material
Dlubal.RFEM5.Material material = new Dlubal.RFEM5.Material();
material.No = currentNewMaterialNo;
material.TextID = materialIdMethodIn;
material.ModelType = MaterialModelType.IsotropicLinearElasticType;
//define cross section
CrossSection tempCrossSection = new CrossSection();
tempCrossSection.No = currentNewSectionNo;
tempCrossSection.TextID = sectionIdMethodIn;
tempCrossSection.MaterialNo = currentNewMaterialNo;
//define member hinge numbers
if (rfemHingeStartInput.No != -1)
{
rfemHingeStartInput.No = currentNewHingeNo;
}
if (rfemHingeEndInput.No != -1)
{
rfemHingeEndMethodIn.No = currentNewHingeNo + 1;
}
#endregion
//---- Process all lines and create members on those ----
#region Processing all lines, creating RFEM member objects
for (int i = 0; i < rfemLineMethodIn.Count; i++)
{
//test if line exists
try
{
data.GetLine(rfemLineMethodIn[i].No, ItemAt.AtNo);
}
catch
{
continue;
}
//assign member properties
Dlubal.RFEM5.Member tempMember = new Dlubal.RFEM5.Member();
tempMember.No = currentNewMemberNo;
tempMember.LineNo = rfemLineMethodIn[i].No;
tempMember.EndCrossSectionNo = currentNewSectionNo;
tempMember.StartCrossSectionNo = currentNewSectionNo;
tempMember.TaperShape = TaperShapeType.Linear;
tempMember.Rotation.Type = RotationType.Angle;
tempMember.Rotation.Angle = rotationMethodIn * (Math.PI / 180);
if (rfemHingeStartInput.No != -1)
{
tempMember.StartHingeNo = currentNewHingeNo;
}
if (rfemHingeEndInput.No != -1)
{
tempMember.EndHingeNo = currentNewHingeNo + 1;
}
tempMember.Comment = commentsListMethodIn;
// if -1 is input as section, member is created as rigid, otherwise it is "standard"
if (sectionIdInput == "-1")
{
tempMember.Type = MemberType.Rigid;
}
else if (sectionIdInput == "0")
{
tempMember.Type = MemberType.NullMember;
}
else
{
tempMember.Type = MemberType.Beam;
}
RfemMemberList.Add(tempMember);
currentNewMemberNo++;
}
#endregion
//---- Writing information in RFEM ----
#region Writing info to RFEM
try
{
// modification - set model in modification mode, new information can be written
data.PrepareModification();
//set material, cross section and start&end hinges
if (sectionIdInput != "-1")
{
data.SetMaterial(material);
data.SetCrossSection(tempCrossSection);
}
if (rfemHingeStartInput.No != -1)
{
data.SetMemberHinge(rfemHingeStartInput);
}
if (rfemHingeEndInput.No != -1)
{
data.SetMemberHinge(rfemHingeEndMethodIn);
}
//This version writes members one-by-one because the data.SetNodes() for array appears not to be working
//data.SetMembers(RfemMembers);
foreach (Member currentRfemMember in RfemMemberList)
{
data.SetMember(currentRfemMember);
}
// finish modification - RFEM regenerates the data
data.FinishModification();
}
catch (Exception ex)
{
MessageBox.Show(ex.Message, "Error - Member Write", MessageBoxButtons.OK, MessageBoxIcon.Error);
}
#endregion
//---- Releases interface to RFEM model -----
#region Releasing interface to RFEM
model = null;
// Unlocks licence and releases interface to RFEM application.
if (app != null)
{
app.UnlockLicense();
app = null;
}
// Cleans Garbage Collector and releases all cached COM interfaces.
System.GC.Collect();
System.GC.WaitForPendingFinalizers();
#endregion
//output 'success' as true and return member list
writeSuccess = true;
return(RfemMemberList);
}
