Refactoring of beam shear calculation, add test for beam shea

This commit is contained in:
Evgeny Redikultsev
2025-08-31 17:29:16 +05:00
parent 738ce5c433
commit 5e45be35b1
45 changed files with 923 additions and 302 deletions

View File

@@ -1,29 +1,20 @@
using StructureHelper.Models.Materials;
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Interfaces;
using StructureHelperCommon.Infrastructures.Interfaces;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Loggers;
using StructureHelperLogics.Models.Materials;
namespace StructureHelperLogics.Models.BeamShears
{
public class BeamShearCalculatorLogic : IGetResultByInputDataLogic<IBeamShearCalculatorInputData, IBeamShearCalculatorResult>
{
private const LimitStates CollapseLimitState = LimitStates.ULS;
private readonly List<CalcTerms> calcTerms = new() { CalcTerms.LongTerm, CalcTerms.ShortTerm };
private IBeamShearCalculatorResult result;
private List<IBeamShearActionResult> actionResults;
private IBeamShearCalculatorInputData inputData;
private List<IInclinedSection> inclinedSections;
private IBeamShearSectionLogic beamShearSectionLogic;
private IGetBeamShearSectionIputDatasLogic getBeamShearSectionIputDatasLogic;
private IGetInclinedSectionListLogic getInclinedSectionListLogic;
private readonly IActionResultListLogic getActionResultListLogic;
public IShiftTraceLogger? TraceLogger { get; set; }
public BeamShearCalculatorLogic(IShiftTraceLogger? traceLogger)
public BeamShearCalculatorLogic(IActionResultListLogic getActionResultListLogic, IShiftTraceLogger? traceLogger)
{
this.getActionResultListLogic = getActionResultListLogic;
TraceLogger = traceLogger;
}
@@ -31,10 +22,8 @@ namespace StructureHelperLogics.Models.BeamShears
public IBeamShearCalculatorResult GetResultByInputData(IBeamShearCalculatorInputData inputData)
{
TraceLogger?.AddMessage(LoggerStrings.LogicType(this), TraceLogStatuses.Service);
this.inputData = inputData;
PrepareNewResult();
InitializeStrategies();
try
{
GetActionResults();
@@ -50,42 +39,11 @@ namespace StructureHelperLogics.Models.BeamShears
return result;
}
private void TraceSection(IBeamShearSection section)
private void GetActionResults()
{
List<IHeadMaterial> headMaterials = new()
{
new HeadMaterial(Guid.Empty)
{
Name = $"{section.Name}.Concrete",
HelperMaterial = section.ConcreteMaterial
},
new HeadMaterial(Guid.Empty)
{
Name = $"{section.Name}.Reinforcement",
HelperMaterial = section.ReinforcementMaterial
},
};
var traceLogic = new TraceMaterialsFactory()
{
Collection = headMaterials
};
traceLogic.AddEntriesToTraceLogger(TraceLogger);
actionResults = getActionResultListLogic.GetActionResults();
}
private IBeamShearSectionLogicResult CalculateInclinedSectionResult(IBeamShearSectionLogicInputData sectionInputData)
{
beamShearSectionLogic.InputData = sectionInputData;
beamShearSectionLogic.Run();
var sectionResult = beamShearSectionLogic.Result as IBeamShearSectionLogicResult;
return sectionResult;
}
private void InitializeStrategies()
{
beamShearSectionLogic ??= new BeamShearSectionLogic(TraceLogger);
getInclinedSectionListLogic ??= new GetInclinedSectionListLogic(null);
getBeamShearSectionIputDatasLogic ??= new GetBeamShearSectionIputDatasLogic();
}
private void PrepareNewResult()
{
@@ -95,84 +53,5 @@ namespace StructureHelperLogics.Models.BeamShears
Description = string.Empty
};
}
private void GetActionResults()
{
actionResults = new();
List<IStirrup> stirrups = inputData.Stirrups.ToList();
if (stirrups.Any() == false)
{
stirrups.Add(new StirrupByDensity(Guid.NewGuid()) { StirrupDensity = 0 });
}
foreach (var beamShearAction in inputData.Actions)
{
getBeamShearSectionIputDatasLogic.Action = beamShearAction;
foreach (var calcTerm in calcTerms)
{
getBeamShearSectionIputDatasLogic.CalcTerm = calcTerm;
foreach (var section in inputData.Sections)
{
getInclinedSectionListLogic.BeamShearSection = section;
getInclinedSectionListLogic.DesignRangeProperty = inputData.DesignRangeProperty;
inclinedSections = getInclinedSectionListLogic.GetInclinedSections();
getBeamShearSectionIputDatasLogic.Section = section;
getBeamShearSectionIputDatasLogic.InclinedSectionList = inclinedSections;
TraceLogger?.AddMessage($"Analysis for action: {beamShearAction.Name}, section: {section.Name}, calc turm {calcTerm} has been started");
TraceSection(section);
foreach (var stirrup in stirrups)
{
getBeamShearSectionIputDatasLogic.Stirrup = stirrup;
List<IBeamShearSectionLogicInputData> sectionInputDatas = getBeamShearSectionIputDatasLogic.GetBeamShearSectionInputDatas();
List<IBeamShearSectionLogicResult> sectionResults = GetInclinedSectionResults(sectionInputDatas);
BeamShearActionResult actionResult = GetActionResult(beamShearAction, calcTerm, section, stirrup, sectionResults);
actionResults.Add(actionResult);
}
TraceLogger?.AddMessage($"Analysis for action: {beamShearAction.Name}, section: {section.Name}, calc term {calcTerm} has been finished sucessfull");
}
}
}
}
private BeamShearActionResult GetActionResult(IBeamShearAction beamShearAction, CalcTerms calcTerm, IBeamShearSection section, IStirrup stirrup, List<IBeamShearSectionLogicResult> sectionResults)
{
BeamShearActionResult actionResult = PrepareNewActionResult(beamShearAction, calcTerm, section, stirrup);
if (sectionResults.Any(x => x.IsValid == false))
{
actionResult.IsValid = false;
if (actionResult.Description.Length > 0)
{
actionResult.Description += "\n";
}
actionResult.Description += $"There are {sectionResults.Count(x => x.IsValid == false)} invalid section result(s)";
}
actionResult.SectionResults = sectionResults;
return actionResult;
}
private List<IBeamShearSectionLogicResult> GetInclinedSectionResults(List<IBeamShearSectionLogicInputData> sectionInputDatas)
{
List<IBeamShearSectionLogicResult> sectionResults = new();
foreach (var item in sectionInputDatas)
{
IBeamShearSectionLogicResult sectionResult = CalculateInclinedSectionResult(item);
sectionResults.Add(sectionResult);
}
return sectionResults;
}
private static BeamShearActionResult PrepareNewActionResult(IBeamShearAction beamShearAction, CalcTerms calcTerm, IBeamShearSection section, IStirrup stirrup)
{
return new()
{
IsValid = true,
Description = string.Empty,
BeamShearAction = beamShearAction,
LimitState = CollapseLimitState,
CalcTerm = calcTerm,
Section = section,
Stirrup = stirrup
};
}
}
}