Add beam shear action view

This commit is contained in:
Evgeny Redikultsev
2025-03-16 17:08:36 +05:00
parent a496f5a80f
commit b2027f92dd
25 changed files with 507 additions and 93 deletions

View File

@@ -7,6 +7,7 @@
Stress,
Force,
Moment,
Curvature
Curvature,
DistributedLoad
}
}

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@@ -1,9 +1,9 @@
using StructureHelperCommon.Infrastructures.Interfaces;
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
//Copyright (c) 2025 Redikultsev Evgeny, Ekaterinburg, Russia
//All rights reserved.
namespace StructureHelperCommon.Models.Forces.BeamShearActions
{
@@ -20,7 +20,7 @@ namespace StructureHelperCommon.Models.Forces.BeamShearActions
///<inheritdoc/>
public IFactoredCombinationProperty FactoredCombinationProperty { get; } = new FactoredCombinationProperty(Guid.NewGuid());
///<inheritdoc/>
public List<IBeamShearLoad> ShearLoads { get; }
public List<IBeamShearLoad> ShearLoads { get; } = new();
public BeamShearAxisAction(Guid id)
@@ -31,6 +31,8 @@ namespace StructureHelperCommon.Models.Forces.BeamShearActions
public object Clone()
{
BeamShearAxisAction beamShearAxisAction = new(Guid.NewGuid());
updateStrategy ??= new BeamShearAxisActionUpdateStrategy();
updateStrategy.Update(beamShearAxisAction, this);
return beamShearAxisAction;
}
}

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@@ -0,0 +1,64 @@
using StructureHelperCommon.Infrastructures.Exceptions;
using System;
using System.Collections.Generic;
using System.Linq;
using System.Text;
using System.Threading.Tasks;
//Copyright (c) 2025 Redikultsev Evgeny, Ekaterinburg, Russia
//All rights reserved.
namespace StructureHelperCommon.Models.Forces.BeamShearActions
{
public enum ShearActionTypes
{
DistributedLoad
}
/// <summary>
/// Generates beam shear action with default settings
/// </summary>
public static class BeamShearActionFactory
{
public static IBeamShearAction GetBeamShearAction(ShearActionTypes actionType)
{
if (actionType == ShearActionTypes.DistributedLoad)
{
return GetDistributedLoad();
}
else
{
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(actionType));
}
}
private static IBeamShearAction GetDistributedLoad()
{
BeamShearAction beamShearAction = new(Guid.NewGuid())
{
Name = "Beam shear action"
};
SetAction(beamShearAction.XAxisShearAction, 0);
SetFactors(beamShearAction.XAxisShearAction);
beamShearAction.XAxisShearAction.ShearLoads.Clear();
SetAction(beamShearAction.YAxisShearAction, 1e5);
SetFactors(beamShearAction.YAxisShearAction);
return beamShearAction;
}
private static void SetAction(IBeamShearAxisAction beamShearAxisAction, double supportForce)
{
beamShearAxisAction.SupportShearForce = 1e5;
IBeamShearLoad distributedLoad = BeamShearLoadFactory.GetBeamShearLoad(ShearLoadTypes.DistributedLoad);
beamShearAxisAction.ShearLoads.Add(distributedLoad);
}
private static void SetFactors(IBeamShearAxisAction beamShearAxisAction)
{
beamShearAxisAction.FactoredCombinationProperty.LimitState = Infrastructures.Enums.LimitStates.ULS;
beamShearAxisAction.FactoredCombinationProperty.CalcTerm = Infrastructures.Enums.CalcTerms.ShortTerm;
beamShearAxisAction.FactoredCombinationProperty.LongTermFactor = 0.95;
beamShearAxisAction.FactoredCombinationProperty.ULSFactor = 1.2;
}
}
}

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@@ -0,0 +1,59 @@
using StructureHelperCommon.Infrastructures.Exceptions;
using System;
//Copyright (c) 2025 Redikultsev Evgeny, Ekaterinburg, Russia
//All rights reserved.
namespace StructureHelperCommon.Models.Forces.BeamShearActions
{
public enum ShearLoadTypes
{
DistributedLoad,
ConcentratedForce
}
public static class BeamShearLoadFactory
{
public static IBeamShearLoad GetBeamShearLoad(ShearLoadTypes loadType)
{
if (loadType == ShearLoadTypes.DistributedLoad)
{
return GetDistributedLoad();
}
else if (loadType == ShearLoadTypes.ConcentratedForce)
{
return GetConcentratedForce();
}
else
{
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(loadType));
}
}
private static ConcentratedForce GetConcentratedForce()
{
ConcentratedForce concentratedForce = new(Guid.NewGuid())
{
Name = "Concentrated force",
ForceValue = -5e4,
LoadRatio = 1,
RelativeLoadLevel = 0.5,
ForceCoordinate = 1
};
return concentratedForce;
}
private static DistributedLoad GetDistributedLoad()
{
DistributedLoad distributedLoad = new(Guid.NewGuid())
{
Name = "Distributed load",
LoadValue = -5e3,
LoadRatio = 1,
RelativeLoadLevel = 0.5,
StartCoordinate = 0,
EndCoordinate = 100
};
return distributedLoad;
}
}
}

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@@ -24,6 +24,7 @@ namespace StructureHelperCommon.Services.Units
{ UnitTypes.Moment, "kNm"},
{ UnitTypes.Stress, "MPa"},
{ UnitTypes.Curvature, "1/m"},
{ UnitTypes.DistributedLoad, "kN/m" },
};
}

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@@ -38,6 +38,10 @@ namespace StructureHelperCommon.Services.Units
units.Add(new Unit() { UnitType = type, Name = "1/m", Multiplyer = 1d });
units.Add(new Unit() { UnitType = type, Name = "1/mm", Multiplyer = 1e-3d });
units.Add(new Unit() { UnitType = type, Name = "1/cm", Multiplyer = 1e-2d });
type = UnitTypes.DistributedLoad;
units.Add(new Unit() { UnitType = type, Name = "N/m", Multiplyer = 1d });
units.Add(new Unit() { UnitType = type, Name = "kN/m", Multiplyer = 1e-3d });
units.Add(new Unit() { UnitType = type, Name = "MN/m", Multiplyer = 1e-6d });
return units;
}
}