//you don't need to assign modelSetting.num_longit as it will calculated by axis
public static void BuildCurveModel(ModelSetting modelSetting, Model model, string path)
{
//get the coordinary of each ring
double length = Math.Abs(modelSetting.axis.AxisPoints.First().Mileage -
modelSetting.axis.AxisPoints.Last().Mileage);
modelSetting.num_ring = (int)(length / modelSetting.width);
List<RingInfo> ringInfos = GetRingInfo(modelSetting);
//get single ring result
SingleRingResult ringResult = new SingleRingResult();
GenerateNodes.GenerateSingleRingNode(modelSetting, ringResult);
GenerateElements.GenerateSingleRingElement(modelSetting, ringResult);
//initial 3D result
List<ShieldTunnel3DResult> results = new List<ShieldTunnel3DResult>();
for (int i = 0; i < ringInfos.Count - 1; i++)
//for (int i = 0; i < 10; i++)
{
ShieldTunnel3DResult result = new ShieldTunnel3DResult();
ChangeLocal(ringInfos[i], result);
GetNodes(i, modelSetting, ringResult, result);
GetShellElements(i, modelSetting, ringResult, result);
RotateNode(i, modelSetting, result);
results.Add(result);
}
Output(model, results, path);
}
public static void Build(ModelSetting modelSetting, Model model, string path)
{
if (modelSetting.isCurve == false)
BuildStraightModel(modelSetting, model);
else
BuildCurveModel(modelSetting, model, path);
}
public static void Output(Model model, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
sw.WriteLine("/prep7");
foreach (Node node in model.nodes.Values)
{
sw.Write(node.AnsysOutput());
}
sw.Close();
}
public static void ConstrainedOutput(Model model, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
sw.WriteLine("/prep7");
foreach (Constrained constrained in model.constradineds)
{
sw.Write(constrained.AnsysOutput());
}
sw.Close();
}
public static void BoundaryOutput(Model model, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
sw.WriteLine("/prep7");
foreach (Boundary boundary in model.boundaries)
{
sw.Write(boundary.AnsysOutput());
}
sw.Close();
}
public static void Output(Model model, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
sw.WriteLine("/prep7");
sw.WriteLine("!!");
foreach (Part part in model.parts.Values)
{
if (model.elementTypes.ContainsKey(part.eid))
sw.Write(model.elementTypes[part.eid].AnsysOutput());
if (model.mats.ContainsKey(part.mid))
sw.Write(model.mats[part.mid].AnsysOutput());
if (model.sections.ContainsKey(part.secid))
sw.Write(model.sections[part.secid].AnsysOutput());
sw.WriteLine("!!");
}
sw.Close();
}
public static void Output(Model model, List<Element> elements, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
sw.WriteLine("/prep7");
int partID = elements[0].pid;
if (!model.parts.ContainsKey(partID))
return;
Part part = model.parts[partID];
if (model.elementTypes.ContainsKey(part.eid))
sw.WriteLine("type," + part.eid);
if (model.mats.ContainsKey(part.mid))
sw.WriteLine("mat," + part.mid);
if (model.sections.ContainsKey(part.secid))
sw.WriteLine("real," + part.secid);
foreach (Element element in elements)
{
sw.Write(element.AnsysOutput());
}
sw.Close();
}
public static void Output(Model model, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
sw.WriteLine("/prep7");
foreach (int partID in model.partIDtoElements.Keys)
{
Part part = model.parts[partID];
if (model.elementTypes.ContainsKey(part.eid))
sw.WriteLine("type," + part.eid);
if (model.mats.ContainsKey(part.mid))
sw.WriteLine("mat," + part.mid);
if (model.sections.ContainsKey(part.secid))
sw.WriteLine("real," + part.secid);
foreach (Element element in model.partIDtoElements[partID].Values)
{
sw.Write(element.AnsysOutput());
}
}
sw.Close();
}
public static void GenerateAllParts(MatSetting matSetting, Model model)
{
//lining element, shell143
Part partShell = new Part(1, 1, 1, 1);
ElementType typeShell = new ElementType(1, EType.shell143);
Mat matShell = new Mat(1, matSetting.shell_coe, matSetting.shell_pr, matSetting.shell_dens);
Shell143 sectionShell = new Shell143(1);
sectionShell.thickness = matSetting.shell_thickness;
model.AddPart(partShell);
model.AddElementType(typeShell);
model.AddMat(matShell);
model.AddSection(sectionShell);
//radial ground spring, link180
Part partRadialGround = new Part(2, 2, 2, 2);
ElementType typeRadialGround = new ElementType(2, EType.link180);
Mat matRadialGround = new Mat(2, matSetting.radial_spring_coe, matSetting.radial_spring_pr, 0);
Link180 linkRadialGround = new Link180(2);
linkRadialGround.area = matSetting.radial_spring_area;
linkRadialGround.keyOption1 = 3;
linkRadialGround.keyOption2 = 2;
model.AddPart(partRadialGround);
model.AddElementType(typeRadialGround);
model.AddMat(matRadialGround);
model.AddSection(linkRadialGround);
//tangential ground spring, link180
Part partTangentialGround = new Part(3, 3, 3, 3);
ElementType typeTangentialGround = new ElementType(3, EType.link180);
Mat matTangentialGround = new Mat(3, matSetting.tangential_spring_coe, matSetting.tangential_spring_pr, 0);
Link180 linkTangentialGround = new Link180(3);
linkTangentialGround.area = matSetting.tangential_spring_area;
model.AddPart(partTangentialGround);
model.AddElementType(typeTangentialGround);
model.AddMat(matTangentialGround);
model.AddSection(linkTangentialGround);
//circumferential joint
Part partCircumferentialJoint = new Part(4, 4, 0, 4);
ElementType typeCircumferentialJoint = new ElementType(4, EType.combin39);
//Mat matCircumferentialJoint = new Mat(4, 0, 0, 0);
Combin39 combinCircumferentialJoint = new Combin39(4);
combinCircumferentialJoint.keyOption1 = 3;
combinCircumferentialJoint.keyOption2 = 1;
combinCircumferentialJoint.stiffness = GeneratePairs(
-0.001 * matSetting.circumferential_joint_compression, -0.001,
0, 0,
0.001 * matSetting.circumferential_joint_tensile, 0.001);
model.AddPart(partCircumferentialJoint);
model.AddElementType(typeCircumferentialJoint);
//model.AddMat(matCircumferentialJoint);
model.AddSection(combinCircumferentialJoint);
//longitudinal joint rotation X
Part partLongitJointZ = new Part(5, 5, 0, 5);
ElementType typeLongitJointZ = new ElementType(5, EType.combin39);
//Mat matLongitJointZ = new Mat(5, 0, 0, 0);
Combin39 combinLongitJointZ = new Combin39(5);
combinLongitJointZ.keyOption1 = 3;
combinLongitJointZ.keyOption2 = 4;
combinLongitJointZ.stiffness = GeneratePairs(GenerateCoordinate(
matSetting.longitudinal_joint_rotation_k_1, matSetting.longitudinal_joint_rotation_strain_1,
matSetting.longitudinal_joint_rotation_k_2, matSetting.longitudinal_joint_rotation_strain_2));
model.AddPart(partLongitJointZ);
model.AddElementType(typeLongitJointZ);
//model.AddMat(matLongitJointZ);
model.AddSection(combinLongitJointZ);
//circumferential joint Y
Part partLongitJointX = new Part(6, 6, 0, 6);
ElementType typeLongitJointX = new ElementType(6, EType.combin39);
//Mat matLongitJointX = new Mat(6);
Combin39 combinLongitJointX = new Combin39(6);
combinLongitJointX.keyOption1 = 3;
combinLongitJointX.keyOption2 = 2;
combinLongitJointX.stiffness = GeneratePairs(GenerateCoordinate(
matSetting.longitudinal_joint_rotation_k_1 / 2, matSetting.longitudinal_joint_rotation_strain_1,
matSetting.longitudinal_joint_rotation_k_2 / 2, matSetting.longitudinal_joint_rotation_strain_2));
model.AddPart(partLongitJointX);
model.AddElementType(typeLongitJointX);
//model.AddMat(matLongitJointX);
model.AddSection(combinLongitJointX);
//circumferential joint Z
Part partLongitJointY = new Part(7, 7, 0, 7);
ElementType typeLongitJointY = new ElementType(7, EType.combin39);
//Mat matLongitJointY = new Mat(7);
Combin39 combinLongitJointY = new Combin39(7);
combinLongitJointY.keyOption1 = 3;
combinLongitJointY.keyOption2 = 3;
combinLongitJointY.stiffness = GeneratePairs(GenerateCoordinate(
matSetting.longitudinal_joint_rotation_k_1 / 2, matSetting.longitudinal_joint_rotation_strain_1,
matSetting.longitudinal_joint_rotation_k_2 / 2, matSetting.longitudinal_joint_rotation_strain_2));
model.AddPart(partLongitJointY);
model.AddElementType(typeLongitJointY);
//model.AddMat(matLongitJointY);
model.AddSection(combinLongitJointY);
//pre-load element, in axial direction, link180
Part partAxial = new Part(8, 8, 8, 8);
ElementType typeAxial = new ElementType(8, EType.link180);
Mat matAxial = new Mat(8, matSetting.radial_spring_coe, matSetting.radial_spring_pr, 0);
Link180 linkAxial = new Link180(8);
linkRadialGround.area = matSetting.radial_spring_area;
linkRadialGround.keyOption1 = 3;
linkRadialGround.keyOption2 = 2;
model.AddPart(partRadialGround);
model.AddElementType(typeRadialGround);
model.AddMat(matRadialGround);
model.AddSection(linkRadialGround);
}
//you don't need to assign modelSetting.axis as it won't be used
public static void BuildStraightModel(ModelSetting modelSetting, Model model)
{
SingleRingResult ringResult = new SingleRingResult();
GenerateNodes.GenerateSingleRingNode(modelSetting, ringResult);
GenerateElements.GenerateSingleRingElement(modelSetting, ringResult);
//generate all nodes
for(int i = 0; i < modelSetting.num_ring; i++)
{
for(int j = 0; j < modelSetting.num_node_all; j++)
{
Node node = ringResult.nodes[j];
Node newNode = new Node(node.nid + i * modelSetting.num_node_all,
node.x, node.y, node.z + modelSetting.width * i);
model.AddNode(newNode);
}
}
int elemenCount = 0;
//generate all shells
for (int i = 0; i < modelSetting.num_ring; i++)
{
foreach (Element element in ringResult.elements[1])
{
elemenCount++;
ElementShell shell = element as ElementShell;
ElementShell newShell = new ElementShell(elemenCount,
shell.pid, shell.n1 + modelSetting.num_node_all * i, shell.n2 + modelSetting.num_node_all * i,
shell.n3 + modelSetting.num_node_all * i, shell.n4 + modelSetting.num_node_all * i);
model.AddElement(newShell);
}
}
//generate radial ground spring
for (int i = 0; i < modelSetting.num_ring; i++)
{
foreach (Element element in ringResult.elements[2])
{
elemenCount++;
ElementLink link = element as ElementLink;
ElementLink newLink = new ElementLink(elemenCount,
link.pid, link.n1 + modelSetting.num_node_all * i, link.n2 + modelSetting.num_node_all * i);
model.AddElement(newLink);
}
}
//generate tangential ground spring
for (int i = 0; i < modelSetting.num_ring; i++)
{
foreach (Element element in ringResult.elements[3])
{
elemenCount++;
ElementLink link = element as ElementLink;
ElementLink newLink = new ElementLink(elemenCount,
link.pid, link.n1 + modelSetting.num_node_all * i, link.n2 + modelSetting.num_node_all * i);
model.AddElement(newLink);
}
}
//generate the longitudinal joint spring
for (int i = 0; i < modelSetting.num_ring; i++)
{
for (int j = 0; j <= modelSetting.num_longit; j++)
{
for (int k = 0; k < modelSetting.pos_joint.Count; k++)
{
elemenCount++;
ElementCombin combinZ = new ElementCombin(elemenCount, 5,
modelSetting.pos_joint[k] + 1 + j * modelSetting.num_node_face + i * modelSetting.num_node_all,
k + 1 + modelSetting.num_circum + j * modelSetting.num_node_face + i * modelSetting.num_node_all);
model.AddElement(combinZ);
}
}
}
//generate circumferential joint spring
for (int i = 1; i < modelSetting.num_ring; i++)
{
for (int j = 0; j < modelSetting.num_node_face; j++ )
{
elemenCount++;
ElementCombin combinCircumZ = new ElementCombin(elemenCount, 4,
j + 1 + (i - 1) * modelSetting.num_node_all + modelSetting.num_node_face * modelSetting.num_longit,
j + 1 + i * modelSetting.num_node_all);
elemenCount++;
ElementCombin combinCircumX = new ElementCombin(elemenCount, 6,
j + 1 + (i - 1) * modelSetting.num_node_all + modelSetting.num_node_face * modelSetting.num_longit,
j + 1 + i * modelSetting.num_node_all);
elemenCount++;
ElementCombin combinCircumY = new ElementCombin(elemenCount, 7,
j + 1 + (i - 1) * modelSetting.num_node_all + modelSetting.num_node_face * modelSetting.num_longit,
j + 1 + i * modelSetting.num_node_all);
model.AddElement(combinCircumZ);
model.AddElement(combinCircumX);
model.AddElement(combinCircumY);
}
}
//add longitudinal joint nodes couple-constrain
for (int i = 0; i < modelSetting.num_ring; i++)
{
for (int j = 0; j <= modelSetting.num_longit; j++)
{
for (int k = 0; k < modelSetting.pos_joint.Count; k++)
{
ConstrainedNodes constrain = new ConstrainedNodes();
constrain.nodes.Add(model.nodes[modelSetting.pos_joint[k] + 1 + j * modelSetting.num_node_face + i * modelSetting.num_node_all]);
constrain.nodes.Add(model.nodes[k + 1 + modelSetting.num_circum + j * modelSetting.num_node_face + i * modelSetting.num_node_all]);
constrain.ux = 1;
constrain.uy = 1;
model.AddConstrained(constrain);
}
}
}
//add boundary
for (int i = 0; i < modelSetting.num_node_face; i++)
{
BoundaryNode boundary = new BoundaryNode();
boundary.node = model.nodes[i + 1];
boundary.ux = 1;
boundary.uy = 1;
boundary.uz = 1;
boundary.rx = 1;
boundary.ry = 1;
boundary.rz = 1;
model.AddBoundary(boundary);
}
for (int i = 0; i < modelSetting.num_node_face; i++)
{
BoundaryNode boundary = new BoundaryNode();
boundary.node = model.nodes[i + 1 + modelSetting.num_node_all * (modelSetting.num_ring - 1)
+ modelSetting.num_longit * modelSetting.num_node_face];
boundary.ux = 1;
boundary.uy = 1;
boundary.uz = 1;
boundary.rx = 1;
boundary.ry = 1;
boundary.rz = 1;
model.AddBoundary(boundary);
}
//apply load
}
private static void Output(Model model, List<ShieldTunnel3DResult> results, string path)
{
FileStream stream = new FileStream(path, FileMode.Append);
StreamWriter sw = new StreamWriter(stream);
//output parts
sw.WriteLine("/prep7");
sw.WriteLine("!!");
foreach (Part part in model.parts.Values)
{
if (model.elementTypes.ContainsKey(part.eid))
sw.Write(model.elementTypes[part.eid].AnsysOutput());
if (model.mats.ContainsKey(part.mid))
sw.Write(model.mats[part.mid].AnsysOutput());
if (model.sections.ContainsKey(part.secid))
sw.Write(model.sections[part.secid].AnsysOutput());
sw.WriteLine("!!");
}
foreach(ShieldTunnel3DResult result in results)
{
//change local system
sw.WriteLine(result.changeLocal);
//nodes
foreach (Node node in result.nodes)
{
sw.Write(node.AnsysOutput());
}
//pre elements
foreach (int partID in result.PreElements.Keys)
{
Part part = model.parts[partID];
if (model.elementTypes.ContainsKey(part.eid))
sw.WriteLine("type," + part.eid);
if (model.mats.ContainsKey(part.mid))
sw.WriteLine("mat," + part.mid);
if (model.sections.ContainsKey(part.secid))
sw.WriteLine("real," + part.secid);
foreach (Element element in result.PreElements[partID])
{
sw.Write(element.AnsysOutput());
}
}
//rotate node
foreach (int id in result.rotateNodeID)
sw.WriteLine("nrotat," + id);
}
sw.Close();
}
private static void ApplyLoad(ModelSetting modelSetting, Model model, SoilInitalStress.IResult load, int ringNo)
{
}
public TestWindow()
{
model = new Model();
InitializeComponent();
}