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Change excel reading process

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This commit is contained in:
Evgeny Redikultsev
2025-10-18 20:04:08 +05:00
parent 8d4c788a7e
commit 5bf01bcb09
21 changed files with 337 additions and 61 deletions
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26
StructureHelperLogics/Models/Materials/Logics/ElasticMaterialLogic.cs
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@@ -7,12 +7,15 @@ using System.Linq;
using System.Reflection;
using System.Text;
using System.Threading.Tasks;
using static System.Runtime.InteropServices.JavaScript.JSType;
namespace StructureHelperLogics.Models.Materials
{
internal class ElasticMaterialLogic : IElasticMaterialLogic
{
private List<double> parameters;
private double modulusOfElasticity;
private double compressiveStrength;
private double tensileStrength;
public IMaterial GetLoaderMaterial(IElasticMaterial elasticMaterial, LimitStates limitState, CalcTerms calcTerm, double factor = 1d)
{
@@ -20,23 +23,16 @@ namespace StructureHelperLogics.Models.Materials
material.InitModulus = elasticMaterial.Modulus;
IMaterialFactorLogic factorLogic = new MaterialFactorLogic(elasticMaterial.SafetyFactors);
var factors = factorLogic.GetTotalFactor(limitState, calcTerm);
parameters = new List<double>()
{
elasticMaterial.Modulus,
elasticMaterial.CompressiveStrength * factors.Compressive * factor,
elasticMaterial.TensileStrength * factors.Tensile * factor
};
material.DiagramParameters = parameters;
material.Diagram = GetStressByStrain;
return material;
modulusOfElasticity = elasticMaterial.Modulus;
compressiveStrength = (-1d) * elasticMaterial.CompressiveStrength * factors.Compressive * factor;
tensileStrength = elasticMaterial.TensileStrength * factors.Tensile * factor;
material.Diagram = GetStressByStrain;
return material;
}
private double GetStressByStrain(IEnumerable<double> parameters1, double strain)
private double GetStressByStrain(double strain)
{
double modulus = parameters.First();
double stress = modulus * strain;
double compressiveStrength = (-1d) * parameters.ElementAt(1);
double tensileStrength = parameters.ElementAt(2);
double stress = modulusOfElasticity * strain;
if (stress > tensileStrength || stress < compressiveStrength) { return 0d; }
else { return stress; }
}