Add FunctionMaterialLogic and FunctionMaterialUpdateStrategy, run function material "Show diagram".
This commit is contained in:
@@ -19,12 +19,12 @@ namespace StructureHelperCommon.Models.Materials
|
||||
|
||||
public void SetMaterialOptions(LCMB.IMaterialOptions materialOptions)
|
||||
{
|
||||
materialOptions.InitModulus = options.MaterialEntity.InitModulus;
|
||||
/*materialOptions.InitModulus = options.MaterialEntity.InitModulus;
|
||||
materialOptions.Strength = options.MaterialEntity.MainStrength;
|
||||
ProcessCodeType(materialOptions);
|
||||
ProcessLimitState(materialOptions);
|
||||
ProcessCalcTerm(materialOptions);
|
||||
ProcessExternalFactors(materialOptions);
|
||||
ProcessExternalFactors(materialOptions);*/
|
||||
}
|
||||
|
||||
private void ProcessExternalFactors(IMaterialOptions materialOptions)
|
||||
|
||||
@@ -108,7 +108,7 @@ namespace StructureHelperLogics.Models.Materials
|
||||
private static IHeadMaterial GetFunction()
|
||||
{
|
||||
var material = new HeadMaterial();
|
||||
material.HelperMaterial = new
|
||||
material.HelperMaterial = new ReinforcementLibMaterial();
|
||||
return material;
|
||||
}
|
||||
}
|
||||
|
||||
@@ -1,6 +1,7 @@
|
||||
using LoaderCalculator.Data.Materials;
|
||||
using StructureHelperCommon.Infrastructures.Enums;
|
||||
using StructureHelperCommon.Models.Materials.Libraries;
|
||||
using StructureHelperLogics.Models.Materials.Logics;
|
||||
using System;
|
||||
using System.Collections.Generic;
|
||||
using System.Linq;
|
||||
@@ -9,9 +10,9 @@ using System.Threading.Tasks;
|
||||
|
||||
namespace StructureHelperLogics.Models.Materials
|
||||
{
|
||||
public class FunctionMaterial
|
||||
public class FunctionMaterial : IFunctionMaterial
|
||||
{
|
||||
private IElasticMaterialLogic elasticMaterialLogic => new ElasticMaterialLogic();
|
||||
private IFunctionMaterialLogic functionMaterialLogic => new FunctionMaterialLogic();
|
||||
public double Modulus { get; set; }
|
||||
public double CompressiveStrength { get; set; }
|
||||
public double TensileStrength { get; set; }
|
||||
@@ -29,14 +30,14 @@ namespace StructureHelperLogics.Models.Materials
|
||||
}
|
||||
public IMaterial GetLoaderMaterial(LimitStates limitState, CalcTerms calcTerm)
|
||||
{
|
||||
var material = elasticMaterialLogic.GetLoaderMaterial(this, limitState, calcTerm);
|
||||
var material = functionMaterialLogic.GetLoaderMaterial(this, limitState, calcTerm);
|
||||
return material;
|
||||
}
|
||||
|
||||
public object Clone()
|
||||
{
|
||||
var newItem = new ElasticMaterial();
|
||||
var updateStrategy = new ElasticUpdateStrategy();
|
||||
var newItem = new FunctionMaterial();
|
||||
var updateStrategy = new FunctionUpdateStrategy();
|
||||
updateStrategy.Update(newItem, this);
|
||||
return newItem;
|
||||
}
|
||||
|
||||
@@ -0,0 +1,41 @@
|
||||
using LoaderCalculator.Data.Materials;
|
||||
using StructureHelperCommon.Infrastructures.Enums;
|
||||
using StructureHelperCommon.Models.Materials.Libraries;
|
||||
using System;
|
||||
using System.Collections.Generic;
|
||||
using System.Linq;
|
||||
using System.Text;
|
||||
using System.Threading.Tasks;
|
||||
|
||||
namespace StructureHelperLogics.Models.Materials.Logics
|
||||
{
|
||||
internal class FunctionMaterialLogic : IFunctionMaterialLogic
|
||||
{
|
||||
private List<double> parameters;
|
||||
public IMaterial GetLoaderMaterial(IFunctionMaterial functionMaterial, LimitStates limitState, CalcTerms calcTerm, double factor = 1d)
|
||||
{
|
||||
IMaterial material = new Material();
|
||||
/*material.InitModulus = functionMaterial.Modulus;
|
||||
IFactorLogic factorLogic = new FactorLogic(functionMaterial.SafetyFactors);
|
||||
var factors = factorLogic.GetTotalFactor(limitState, calcTerm);
|
||||
parameters = new List<double>()
|
||||
{
|
||||
functionMaterial.Modulus,
|
||||
functionMaterial.CompressiveStrength * factors.Compressive * factor,
|
||||
functionMaterial.TensileStrength * factors.Tensile * factor
|
||||
};
|
||||
material.DiagramParameters = parameters;
|
||||
material.Diagram = GetStressByStrain;*/
|
||||
return material;
|
||||
}
|
||||
private double GetStressByStrain(IEnumerable<double> parameters1, double strain)
|
||||
{
|
||||
double modulus = parameters.First();
|
||||
double stress = modulus * strain;
|
||||
double compressiveStrength = (-1d) * parameters.ElementAt(1);
|
||||
double tensileStrength = parameters.ElementAt(2);
|
||||
if (stress > tensileStrength || stress < compressiveStrength) { return 0d; }
|
||||
else { return stress; }
|
||||
}
|
||||
}
|
||||
}
|
||||
@@ -0,0 +1,23 @@
|
||||
using StructureHelperCommon.Infrastructures.Interfaces;
|
||||
using StructureHelperCommon.Services;
|
||||
using System;
|
||||
using System.Collections.Generic;
|
||||
using System.Linq;
|
||||
using System.Text;
|
||||
using System.Threading.Tasks;
|
||||
|
||||
namespace StructureHelperLogics.Models.Materials.Logics
|
||||
{
|
||||
internal class FunctionUpdateStrategy : IUpdateStrategy<IFunctionMaterial>
|
||||
{
|
||||
public void Update(IFunctionMaterial targetObject, IFunctionMaterial sourceObject)
|
||||
{
|
||||
CheckObject.CompareTypes(targetObject, sourceObject);
|
||||
if (ReferenceEquals(targetObject, sourceObject)) { return; }
|
||||
|
||||
/*targetObject.Modulus = sourceObject.Modulus;
|
||||
targetObject.CompressiveStrength = sourceObject.CompressiveStrength;
|
||||
targetObject.TensileStrength = sourceObject.TensileStrength;*/ //from elastic
|
||||
}
|
||||
}
|
||||
}
|
||||
@@ -0,0 +1,15 @@
|
||||
using LoaderCalculator.Data.Materials;
|
||||
using StructureHelperCommon.Infrastructures.Enums;
|
||||
using System;
|
||||
using System.Collections.Generic;
|
||||
using System.Linq;
|
||||
using System.Text;
|
||||
using System.Threading.Tasks;
|
||||
|
||||
namespace StructureHelperLogics.Models.Materials.Logics
|
||||
{
|
||||
internal interface IFunctionMaterialLogic
|
||||
{
|
||||
IMaterial GetLoaderMaterial(IFunctionMaterial material, LimitStates limitState, CalcTerms calcTerm, double factor = 1d);
|
||||
}
|
||||
}
|
||||
Reference in New Issue
Block a user