avpon/StructureHelper
1
0
Fork 0
Code Issues Pull Requests Actions Packages Projects Releases Wiki Activity

Ndm prestrain logic was changed

Browse Source
This commit is contained in:
Evgeny Redikultsev
2024-08-26 22:25:49 +05:00
parent c1b9f80a96
commit f5deffd237
16 changed files with 48 additions and 34 deletions
Download Patch File Download Diff File Expand all files Collapse all files

25
StructureHelperLogics/NdmCalculations/Cracking/CrackWidthCalculationLogic.cs
View File

@@ -32,7 +32,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
/// <summary>
/// Width of crack from long term loads with short term properties of concrete
/// </summary>
private double longTermLoadShortConcreteWidth;
private double longTermLoadShortConcreteCrackWidth;
private IRebarStressCalculator rebarStressCalculator;
public IRebarCrackCalculatorInputData InputData { get; set; }
@@ -54,6 +54,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
public void Run()
{
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Debug);
PrepareNewResult();
ProcessCrackWidthCalculation();
}
@@ -69,25 +70,31 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private void ProcessCrackWidthCalculation()
{
crackWidthLogic.TraceLogger = TraceLogger;
CrackWidthRebarTupleResult longRebarResult = ProcessLongTermCalculations();
CrackWidthRebarTupleResult shortRebarResult = ProcessShortTermCalculations();
result.LongTermResult = longRebarResult;
TraceLogger?.AddMessage("Long term result has been obtained succesfully", TraceLogStatuses.Debug);
result.ShortTermResult = shortRebarResult;
TraceLogger?.AddMessage("Short term result has been obtained succesfully", TraceLogStatuses.Debug);
}
private CrackWidthRebarTupleResult ProcessShortTermCalculations()
{
TraceLogger?.AddMessage($"Short term softening factor calculation");
crackSofteningLogic = GetSofteningLogic(InputData.ShortRebarData);
rebarStressResult = GetRebarStressResult(InputData.ShortRebarData);
acrc2InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.ShortRebarData, CalcTerms.ShortTerm);
acrc3InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.LongRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = acrc3InputData;
longTermLoadShortConcreteWidth = crackWidthLogic.GetCrackWidth();
longTermLoadShortConcreteCrackWidth = crackWidthLogic.GetCrackWidth();
TraceLogger?.AddMessage($"Crack width from long term load with short term factor of concrete acrc,3 = {longTermLoadShortConcreteCrackWidth}(m)", TraceLogStatuses.Debug);
acrc2InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.ShortRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = acrc2InputData;
fullLoadShortConcreteCrackWidth = crackWidthLogic.GetCrackWidth();
TraceLogger?.AddMessage($"Crack width from full load with short term factor of concrete acrc,2 = {fullLoadShortConcreteCrackWidth}(m)", TraceLogStatuses.Debug);
double acrcShort = longTermLoadLongTermConcreteCrackWidth + fullLoadShortConcreteCrackWidth - longTermLoadShortConcreteWidth;
TraceLogger?.AddMessage($"Short crack width acrc = acrc,1 + acrc,2 - acrc,3 = {longTermLoadLongTermConcreteCrackWidth} + {fullLoadShortConcreteCrackWidth} - {longTermLoadShortConcreteWidth} = {acrcShort}(m)");
double acrcShort = longTermLoadLongTermConcreteCrackWidth + fullLoadShortConcreteCrackWidth - longTermLoadShortConcreteCrackWidth;
TraceLogger?.AddMessage($"Short crack width acrc = acrc,1 + acrc,2 - acrc,3 = {longTermLoadLongTermConcreteCrackWidth} + {fullLoadShortConcreteCrackWidth} - {longTermLoadShortConcreteCrackWidth} = {acrcShort}(m)");
var shortRebarResult = new CrackWidthRebarTupleResult()
{
CrackWidth = acrcShort,
@@ -101,12 +108,13 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private CrackWidthRebarTupleResult ProcessLongTermCalculations()
{
TraceLogger?.AddMessage($"Long term softening factor calculation");
crackSofteningLogic = GetSofteningLogic(InputData.LongRebarData);
rebarStressResult = GetRebarStressResult(InputData.LongRebarData);
acrc1InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.LongRebarData, CalcTerms.LongTerm);
acrc3InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.LongRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = acrc1InputData;
longTermLoadLongTermConcreteCrackWidth = crackWidthLogic.GetCrackWidth();
TraceLogger?.AddMessage($"Crack width from long term load with long term factor of concrete acrc,1 = {longTermLoadLongTermConcreteCrackWidth}(m)", TraceLogStatuses.Debug);
var longRebarResult = new CrackWidthRebarTupleResult()
{
CrackWidth = longTermLoadLongTermConcreteCrackWidth,
@@ -137,6 +145,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
ICrackSofteningLogic crackSofteningLogic;
if (InputData.UserCrackInputData.SetSofteningFactor == true)
{
TraceLogger?.AddMessage("User value of softening factor is assigned");
crackSofteningLogic = new StabSoftetingLogic(InputData.UserCrackInputData.SofteningFactor)
{
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
@@ -144,6 +153,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
}
else
{
TraceLogger?.AddMessage("Exact value of softening factor is calculated");
crackSofteningLogic = new RebarStressSofteningLogic()
{
RebarPrimitive = InputData.RebarPrimitive,
@@ -156,7 +166,6 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private ICrackWidthLogicInputData GetCrackWidthInputData(ICrackSofteningLogic crackSofteningLogic, IRebarCrackInputData inputData, CalcTerms calcTerm)
{
var factoryInputData = new CrackWidthLogicInputDataFactory(crackSofteningLogic)
{
CalcTerm = calcTerm,