using FeMM.Common.Models;
using FeMM.Grasshopper.Components.Parameters;
using FeMM.Grasshopper.DataTypes;
using FeMM.Grasshopper.DataTypes.MeCheck2;
using FeMM.Grasshopper.Helpers;
using Grasshopper.Kernel;
using Maffeis.Checkers.Concrete.Attributes;
using Maffeis.Checkers.Concrete.Checkers;
using Maffeis.Checkers.Concrete.SectionSolvers;
using Maffeis.Geometry;
using Maffeis.Model.Materials;
using Maffeis.Model.Sections.Concrete;
using Maffeis.Model.Standards;
using System;
using System.Linq;
namespace FeMM.Grasshopper.Components.MeCheck2
{
public class CompositeBeamSelfTensionComponent : GH_Component
{
/// <summary>
/// Initializes a new instance of the MeshRemap class.
/// </summary>
public CompositeBeamSelfTensionComponent()
: base("Composite Section Self Tension", "CSST", "Composite Section Linear Tension Analysis", CategoryNameConstants.CATEGORY_CHECKS, CategoryNameConstants.SUBCATEGORY_MECHECK2)
{
}
/// <summary>
/// Registers all the input parameters for this component.
/// </summary>
protected override void RegisterInputParams(GH_InputParamManager pManager)
{
pManager.AddGenericParameter("Composite Beam Property", "CBP", "Composite Section Property", GH_ParamAccess.item);
pManager.AddNumberParameter("Homogenization coefficient", "HC", "Load homogenization coefficient for load case", GH_ParamAccess.item, 0);
pManager.AddNumberParameter("Strain", "ε", "The strain applicated to the concrete slab", GH_ParamAccess.item, 0);
}
/// <summary>
/// Registers all the output parameters for this component.
/// </summary>
protected override void RegisterOutputParams(GH_OutputParamManager pManager)
{
pManager.AddParameter(new StressAnalysisResultMeCheckParam(), "Result", "R", "Analysis results", GH_ParamAccess.item);
}
/// <summary>
/// This is the method that actually does the work.
/// </summary>
/// <param name="DA">The DA object is used to retrieve from inputs and store in outputs.</param>
protected override void SolveInstance(IGH_DataAccess DA)
{
GH_CompositeBeamProperty gH_CompositeBeamProperty = null;
double n = 0;
double strain = 0;
if (!DA.GetData(0, ref gH_CompositeBeamProperty))
return;
if (!DA.GetData(1, ref n))
return;
if (!DA.GetData(2, ref strain))
return;
CompositeBeamPropertyModel compositeBeamPropertyModel = gH_CompositeBeamProperty.Value;
ReinforcedConcreteSection reinforcedConcreteSection = compositeBeamPropertyModel.GetReinforcedConcreteSection();
double phi = ReinforcedConcreteSection.CalculateHomogenizedFactorPhi(n, reinforcedConcreteSection.SteelSections.First().Section.SteelMaterial, reinforcedConcreteSection.ConcreteMaterial);
var cs = GetCoordinateSystem(reinforcedConcreteSection, phi);
var options = new SectionCheckerModelCode2010.SectionOptionsModelCode2010(cs,
SectionSolver.FailureAnalysisTypes.ConstantN, SectionSolver.FailureDomainTypes.Plastic, SectionSolver.StressAnalysisTypes.Linear, phi, 0, false, 64, true);
var standardEC2 = new StandardEN1992p11();
var standardEC3 = new StandardEN1993p11();
var sectionCheckerAttribute = new SectionCheckerAttribute(reinforcedConcreteSection, null, null);
var sectionCheckerMC2010 = new SectionCheckerModelCode2010(sectionCheckerAttribute, options, standardEC2, false, -1, standardEC3);
var result = sectionCheckerMC2010.GetSelfTension(strain, phi);
DA.SetData(0, new GH_StressAnalysisResultMeCheck(result.MeCheckResults));
}
protected static CoordinateSystem GetCoordinateSystem(ReinforcedConcreteSection reinforcedConcreteSection, double phi)
{
return new CoordinateSystem(reinforcedConcreteSection.GetHomogenizedCentroid(phi, out double _, out double _), new Vector3d(-1, 0, 0), new Vector3d(0, -1, 0));
}
public override GH_Exposure Exposure => GH_Exposure.secondary;
/// <summary>
/// Provides an Icon for the component.
/// </summary>
protected override System.Drawing.Bitmap Icon => Properties.Resources.AutoTensionIcon;
/// <summary>
/// Gets the unique ID for this component. Do not change this ID after release.
/// </summary>
public override Guid ComponentGuid => new("a25576bf-e159-401c-a355-b54060b57471");
}
}