public RobotLabels()
{
Structure structure = new Structure();
str = structure.getStructure();
labels = str.Labels;
}
void getMaterialNameListRSA(RobotApplication appRSA)
{
RobotLabelServer labelsRSA = appRSA.Project.Structure.Labels;
//RobotLabel labelRSA;
RobotNamesArray namArrRSA = labelsRSA.GetAvailableNames(IRobotLabelType.I_LT_MATERIAL);
string[] tmp = new string[namArrRSA.Count];
for (int i = 0; i < namArrRSA.Count; i++)
{
tmp[i] = namArrRSA.Get(i + 1);
}
MaterialsRSA = tmp;
}
void getBarSectionNamesRSA(RobotApplication appRSA)
{
RobotLabelServer labelsRSA = appRSA.Project.Structure.Labels;
//RobotLabel labelRSA;
RobotNamesArray namArrRSA = labelsRSA.GetAvailableNames(IRobotLabelType.I_LT_BAR_SECTION);
string[] tmp = new string[namArrRSA.Count];
for (int i = 0; i < namArrRSA.Count; i++)
{
tmp[i] = namArrRSA.Get(i + 1);
}
NamesSectBar = tmp;
}
public void test()
{
RobotApplication appRSA = new RobotApplication();
getMaterialNameListRSA(appRSA);
getBarSectionNamesRSA(appRSA);
RobotStructure structureRSA = appRSA.Project.Structure;
RobotBarServer barsRSA = structureRSA.Bars;
RobotNodeServer nodesRSA = structureRSA.Nodes;
RobotObjObjectServer objRSA = structureRSA.Objects;
RobotLabelServer labelsRSA = appRSA.Project.Structure.Labels;
//Определение выборок выделенных в модели объектов
RobotSelection barSel = structureRSA.Selections.Get(IRobotObjectType.I_OT_BAR);
RobotSelection plateSel = structureRSA.Selections.Get(IRobotObjectType.I_OT_PANEL);
RobotSelection holesSel = structureRSA.Selections.Get(IRobotObjectType.I_OT_GEOMETRY);
RobotBarCollection barsMany = (RobotBarCollection)barsRSA.GetMany(barSel);
RobotObjObjectCollection platesMany = (RobotObjObjectCollection)objRSA.GetMany(plateSel);
IRobotBar barRSA = barsMany.Get(3);
IRobotObjObject plate = platesMany.Get(1);
IRobotLabel labelPlate = plate.GetLabel(IRobotLabelType.I_LT_PANEL_THICKNESS);
RobotGeoPoint3DCollection defPoints = (RobotGeoPoint3DCollection)plate.Main.DefPoints;
RobotGeoPoint3D pt1 = defPoints.Get(1);
RobotGeoPoint3D pt2 = defPoints.Get(2);
RobotGeoPoint3D pt3 = defPoints.Get(defPoints.Count);
//IRobotGeoContour geoContour=(IRobotGeoContour)plate.Main.Geometry;
//IRobotGeoObject geoObj=plate.Main.Geometry;
IRobotLabel labelBar = barRSA.GetLabel(IRobotLabelType.I_LT_BAR_SECTION);
RobotBarSectionData data = labelBar.Data;
RobotBarSectionConcreteData cData = data.Concrete;
double b = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_B);
double h = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_H);
double l1 = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_L1);
double l2 = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_L2);
double h1 = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_H1);
double h2 = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_H2);
double de = cData.GetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_DE);
double alfa = barRSA.Gamma;
}
static void Main(string[] args)
{
Console.WriteLine("Starting Robot application...");
//Cria um novo objeto da aplicação Robot
IRobotApplication robApp = new RobotApplicationClass();
//Se a aplicaçao não estiver visivel, torna o robot visivel para permitir iteracao
if (robApp.Visible == 0)
{
robApp.Interactive = 1;
robApp.Visible = 1;
}
Console.WriteLine("Creating concrete project...");
//Cria o projeto da viga de concreto
robApp.Project.New(IRobotProjectType.I_PT_SHELL);
Console.WriteLine("Executing project settings...");
//Configuracao das preferencias
RobotProjectPreferences projectPrefs = robApp.Project.Preferences;
//Configuracoes do codigo de verificacao da estrutura de concreto
projectPrefs.SetActiveCode(IRobotCodeType.I_CT_RC_THEORETICAL_REINF, "BAEL 91");
//Configuracao das preferencias de malha
RobotMeshParams meshParams = projectPrefs.MeshParams;
meshParams.SurfaceParams.Method.Method = IRobotMeshMethodType.I_MMT_DELAUNAY;
meshParams.SurfaceParams.Generation.Type = IRobotMeshGenerationType.I_MGT_ELEMENT_SIZE;
meshParams.SurfaceParams.Generation.ElementSize = 0.5;
meshParams.SurfaceParams.Delaunay.Type = IRobotMeshDelaunayType.I_MDT_DELAUNAY;
//Geração da estrutura
Console.WriteLine("Generating structure");
IRobotStructure str = robApp.Project.Structure;
Console.WriteLine("Generating nodes...");
str.Nodes.Create(1, 0, 0, 0);
str.Nodes.Create(2, 3, 0, 0);
str.Nodes.Create(3, 3, 3, 0);
str.Nodes.Create(4, 0, 3, 0);
str.Nodes.Create(5, 0, 0, 4);
str.Nodes.Create(6, 3, 0, 4);
str.Nodes.Create(7, 3, 3, 4);
str.Nodes.Create(8, 0, 3, 4);
str.Bars.Create(1, 1, 5);
str.Bars.Create(2, 2, 6);
str.Bars.Create(3, 3, 7);
str.Bars.Create(4, 4, 8);
str.Bars.Create(5, 5, 6);
str.Bars.Create(6, 7, 8);
Console.WriteLine("Generating labels...");
RobotLabelServer labels = str.Labels;
string columnSectionName = "Rect. Column 30*30";
IRobotLabel label = labels.Create(IRobotLabelType.I_LT_BAR_SECTION, columnSectionName);
RobotBarSectionData section = (RobotBarSectionData)label.Data;
section.ShapeType = IRobotBarSectionShapeType.I_BSST_CONCR_COL_R;
RobotBarSectionConcreteData concrete = (RobotBarSectionConcreteData)section.Concrete;
concrete.SetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_B, 0.3);
concrete.SetValue(IRobotBarSectionConcreteDataValue.I_BSCDV_COL_H, 0.3);
section.CalcNonstdGeometry();
labels.Store(label);
Console.WriteLine("Defining sections...");
RobotSelection selectionBars = str.Selections.Get(IRobotObjectType.I_OT_BAR);
selectionBars.FromText("1 2 3 4");
str.Bars.SetLabel(selectionBars, IRobotLabelType.I_LT_BAR_SECTION, columnSectionName);
RobotSectionDatabaseList steelSections = projectPrefs.SectionsActive;
if (steelSections.Add("RCAT") == 1)
{
Console.WriteLine("Warning! Steel section base RCAT not found...");
}
selectionBars.FromText("5 6");
label = labels.Create(IRobotLabelType.I_LT_BAR_SECTION, "HEA 340");
str.Labels.Store(label);
str.Bars.SetLabel(selectionBars, IRobotLabelType.I_LT_BAR_SECTION, "HEA 340");
Console.WriteLine("Defining materials...");
string materialName = "Concrete 30";
label = labels.Create(IRobotLabelType.I_LT_MATERIAL, materialName);
RobotMaterialData material = (RobotMaterialData)label.Data;
material.Type = IRobotMaterialType.I_MT_CONCRETE;
material.E = 3E+09;
material.NU = 1 / 6;
material.RO = 25000;
material.Kirchoff = material.E / (2 * (1 + material.NU));
Console.WriteLine("Generating slab...");
RobotPointsArray points = (RobotPointsArray)robApp.CmpntFactory.Create(IRobotComponentType.I_CT_POINTS_ARRAY);
points.SetSize(5);
points.Set(1, 0, 0, 4);
points.Set(2, 3, 0, 4);
points.Set(3, 3, 3, 4);
points.Set(4, 0, 3, 4);
points.Set(5, 0, 0, 4);
string slabSectionName = "Slab 30";
label = labels.Create(IRobotLabelType.I_LT_PANEL_THICKNESS, slabSectionName);
RobotThicknessData thickness = (RobotThicknessData)label.Data;
thickness.MaterialName = materialName;
thickness.ThicknessType = IRobotThicknessType.I_TT_HOMOGENEOUS;
RobotThicknessHomoData thicknessData = (RobotThicknessHomoData)thickness.Data;
thicknessData.ThickConst = 0.3;
labels.Store(label);
RobotObjObject slab;
int objNumber = str.Objects.FreeNumber;
str.Objects.CreateContour(objNumber, points);
slab = (RobotObjObject)str.Objects.Get(objNumber);
slab.Main.Attribs.Meshed = 1;
slab.SetLabel(IRobotLabelType.I_LT_PANEL_THICKNESS, slabSectionName);
slab.Initialize();
Console.WriteLine("Adding hole in the slab...");
points.Set(1, 1.1, 1.1, 4);
points.Set(2, 2.5, 1.1, 4);
RobotObjObject hole;
Console.ReadLine();
}
private static void CalcReinforcement(RobotApplication robApp, int objNumber, RobotLabelServer labels, RobotObjObject slab, IRobotStructure str)
{
IRobotLabel label;
var concrCalcEngine = robApp.Project.ConcrReinfEngine;
var concrSlabRequiredReinfEngine = concrCalcEngine.SlabRequiredReinf;
var slabRnfParams = concrSlabRequiredReinfEngine.Params;
slabRnfParams.Method = IRobotReinforceCalcMethods.I_RCM_WOOD_ARMER;
slabRnfParams.GloballyAvgDesginForces = false;
slabRnfParams.ForcesReduction = false;
slabRnfParams.DisplayErrors = false;
slabRnfParams.CasesULS.FromText("1 2 3 4 5 6 7 8");
var slabs = slabRnfParams.Panels;
slabs.FromText(System.Convert.ToString(objNumber));
var slabReinforcementName = "Slab X";
label = labels.Create(IRobotLabelType.I_LT_PANEL_REINFORCEMENT, slabReinforcementName);
labels.Store(label);
slab.SetLabel(IRobotLabelType.I_LT_PANEL_REINFORCEMENT, slabReinforcementName);
slab.Update();
Console.WriteLine(!concrSlabRequiredReinfEngine.Calculate() ? "Calculation Failed!" : "Done!");
//getting results My and Yz for beam (bar 5) with live load (case 2)
var txt = "Bar 5, Live at 0.5 length:" + "\n\r" +
" My = " + str.Results.Bars.Forces.Value(5, 2, 0.5).MY / 1000 + " [kN*m]" + "\n\r" +
" Qz = " + -str.Results.Bars.Deflections.Value(5, 2, 0.5).UZ * 1000 + " [mm]" + "\n\r" +
" Fz1 = " + str.Results.Bars.Forces.Value(5, 2, 0).FZ / 1000 + " [kN]" + "\n\r" +
" Fz2 = " + str.Results.Bars.Forces.Value(5, 2, 1).FZ / 1000 + " [kN]" + "\n\r";
//getting results Fx and Fy for column (bar 4) with wind load (case 3)
txt += "Bar 4, Wind:" + "\n\r" +
" Fx = " + str.Results.Bars.Forces.Value(4, 3, 1).FX / 1000 + " [kN]" + "\n\r" +
" Fy = " + str.Results.Bars.Forces.Value(4, 3, 1).FY / 1000 + " [kN]" + "\n\r";
//getting results Fx, Fy, Fz, Mx, My, Mz for foot (node 1) with self-weight (case 1)
txt += "Node 1, Self-Weight:" + "\n\r" +
" Fx = " + str.Results.Nodes.Reactions.Value(1, 1).FX / 1000 + " [kN]" + "\n\r" +
" Fy = " + str.Results.Nodes.Reactions.Value(1, 1).FY / 1000 + " [kN]" + "\n\r" +
" Fz = " + str.Results.Nodes.Reactions.Value(1, 1).FZ / 1000 + " [kN]" + "\n\r" +
" Mx = " + str.Results.Nodes.Reactions.Value(1, 1).MX / 1000 + " [kN]" + "\n\r" +
" My = " + str.Results.Nodes.Reactions.Value(1, 1).MY / 1000 + " [kN]" + "\n\r" +
" Mz = " + str.Results.Nodes.Reactions.Value(1, 1).MZ / 1000 + " [kN]" + "\n\r";
//getting results Ax+, Ax-, Ay+, Ay- for slab
var selectionFe = str.Selections.Get(IRobotObjectType.I_OT_FINITE_ELEMENT);
selectionFe.FromText(slab.FiniteElems);
var objFEs = (RobotLabelCollection)str.FiniteElems.GetMany(selectionFe);
double a;
a = 0;
double axP = 0;
double axM = 0;
double ayP = 0;
double ayM = 0;
var finiteElementNodes = new List <RobotFiniteElement>();
for (var n = 1; n <= objFEs.Count; n++)
{
var fe = (RobotFiniteElement)objFEs.Get(n);
finiteElementNodes.Add(fe);
a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AX_BOTTOM;
if (a > axM)
{
axM = a;
}
a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AX_TOP;
if (a > axP)
{
axP = a;
}
a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AY_BOTTOM;
if (a > ayM)
{
ayM = a;
}
a = str.Results.FiniteElems.Reinforcement(slab.Number, fe.Number).AY_TOP;
if (a > ayP)
{
ayP = a;
}
}
//getting results Fx, Fy, Fz, Mx, My, Mz for foot (node 1) with self-weight (case 1)
txt += "Slab 1, Reinforcemet extreme values:" + "\n\r" + " Ax+ = " + axP * 10000 + " [cm2]" + "\n\r" + " Ax- = " +
axM * 10000 + " [cm2]" + "\n\r" + " Ay+ = " + ayP * 10000 + " [cm2]" + "\n\r" + " Ay- = " + ayM * 10000 +
" [cm2]" + "\n\r";
foreach (var fe in finiteElementNodes)
{
var nodes = fe.Nodes;
Console.WriteLine(
$"{fe.Number} - {Enumerable.Range(0, nodes.Count).Aggregate("", (x, y) => $"{x} {nodes.Get(y)}")}");
}
Console.WriteLine(txt);
}
