23.01.0

FemDesign.Core/Bars/BarPart.cs

@@ -454,7 +454,7 @@ public Eccentricity[] AnalyticalEccentricity
         public List<BarStiffnessFactors> StiffnessModifiers { get; set; }
 
         [XmlElement("colouring", Order = 8)]
-        public StruSoft.Interop.StruXml.Data.Entity_color Colouring { get; set; }
+        public EntityColor Colouring { get; set; }
 
         [XmlElement("end", Order = 9)]
         public string End = "";

FemDesign.Core/Bars/BarStiffnessFactors.cs

@@ -8,6 +8,7 @@
 
 namespace FemDesign.Bars
 {
+    [System.Serializable]
     public partial class BarStiffnessFactors
     {
         [XmlElement("factors", Order = 1)]

FemDesign.Core/Calculate/Comb.cs

@@ -13,33 +13,98 @@ namespace FemDesign.Calculate
     /// </summary>
     public partial class Comb
     {
+        /// <summary>
+        /// Maximum iteration number
+        /// </summary>
         [XmlAttribute("NLEmaxiter")]
-        public int NLEmaxiter { get; set; } // int
+        public int NLEmaxiter { get; set; } = 30;
+
+        /// <summary>
+        /// Deafult load step in % of the total load
+        /// </summary>
         [XmlAttribute("PLdefloadstep")]
-        public int PLdefloadstep { get; set; } // int
+        public int PLdefloadstep { get; set; } = 20;
+
+        /// <summary>
+        /// Minimum load step [%]
+        /// </summary>
         [XmlAttribute("PLminloadstep")]
-        public int PLminloadstep { get; set; } // int
+        public int PLminloadstep { get; set; } = 2;
+
+        /// <summary>
+        /// Keep reduced load step after it has been reduced by the solver
+        /// </summary>
+        [XmlAttribute("PlKeepLoadStep")]
+        public bool PlKeepLoadStep { get; set; } = true;
+
+        /// <summary>
+        /// Global tolerance value [‰]
+        /// </summary>
+        [XmlAttribute("PlTolerance")]
+        public int PlTolerance { get; set; } = 1;
+
+        /// <summary>
+        /// Maximum equilibrium iteration number
+        /// </summary>
         [XmlAttribute("PLmaxeqiter")]
-        public int PLmaxeqiter { get; set; } // int
-        [XmlAttribute("CRloadstep")]
-        public int CRloadstep { get; set; } // int
-        [XmlAttribute("CRmaxiter")]
-        public int CRmaxiter { get; set; } // int
-        [XmlAttribute("CRstifferror")]
-        public int CRstifferror { get; set; } // int
+        public int PLmaxeqiter { get; set; } = 50;
+
+        /// <summary>
+        /// Number of layers in the elasto-plastic shells
+        /// </summary>
+        [XmlAttribute("PlShellLayers")]
+        public int PlShellLayers { get; set; } = 10;
+
+        /// <summary>
+        /// Consider Mohr-Coulomb criteria
+        /// </summary>
         [XmlAttribute("NLSMohr")]
-        public bool NLSMohr { get; set; } // bool
+        public bool NLSMohr { get; set; } = true;
+
+        /// <summary>
+        /// Initial load step [%]
+        /// </summary>
         [XmlAttribute("NLSinitloadstep")]
-        public int NLSinitloadstep { get; set; } // int
+        public int NLSinitloadstep { get; set; } = 10;
+
+        /// <summary>
+        /// Minimum load step [%]
+        /// </summary>
         [XmlAttribute("NLSminloadstep")]
-        public int NLSminloadstep { get; set; } // int
+        public int NLSminloadstep { get; set; } = 10;
+
+        /// <summary>
+        /// Volume ratio of nonlinearly active elements in one step [%]
+        /// </summary>
         [XmlAttribute("NLSactiveelemratio")]
-        public int NLSactiveelemratio { get; set; } // int
+        public int NLSactiveelemratio { get; set; } = 5;
+
+        /// <summary>
+        /// Volume ratio of plastic elements in one step [%]
+        /// </summary>
         [XmlAttribute("NLSplasticelemratio")]
-        public int NLSplasticelemratio { get; set; } // int
+        public int NLSplasticelemratio { get; set; } = 5;
+
+        /// <summary>
+        /// One load step in % of the total load
+        /// </summary>
+        [XmlAttribute("CRloadstep")]
+        public int CRloadstep { get; set; } = 20;
+
+        /// <summary>
+        /// Maximum iteration number
+        /// </summary>
+        [XmlAttribute("CRmaxiter")]
+        public int CRmaxiter { get; set; } = 30;
+
+        /// <summary>
+        /// Allowed stiffness change error [%]
+        /// </summary>
+        [XmlAttribute("CRstifferror")]
+        public int CRstifferror { get; set; } = 2;
 
         [XmlElement("combitem")]
-        public List<CombItem> CombItem { get; set; }
+        public List<CombItem> CombItem { get; set; } = new List<CombItem>();
 
         /// <summary>
         /// Parameterless constructor for serialization.
@@ -48,7 +113,7 @@ private Comb()
         {
 
         }
-        public Comb(int _NLEmaxiter = 30, int _PLdefloadstep = 20, int _PLminloadstep = 2, int _PLmaxeqiter = 30, bool _NLSMohr = true, int _NLSinitloadstep = 10, int _NLSminloadstep = 10, int _NLSactiveelemratio = 5, int _NLSplasticelemratio = 5, int _CRloadstep = 20, int _CRmaxiter = 30, int _CRstifferror = 2, List<CombItem> CombItem = null)
+        public Comb(int _NLEmaxiter = 30, int _PLdefloadstep = 20, int _PLminloadstep = 2, int _PLmaxeqiter = 30, bool _NLSMohr = true, int _NLSinitloadstep = 10, int _NLSminloadstep = 10, int _NLSactiveelemratio = 5, int _NLSplasticelemratio = 5, int _CRloadstep = 20, int _CRmaxiter = 30, int _CRstifferror = 2, List<CombItem> combItem = null)
         {
             this.NLEmaxiter = _NLEmaxiter;
             this.PLdefloadstep = _PLdefloadstep;
@@ -63,30 +128,39 @@ public Comb(int _NLEmaxiter = 30, int _PLdefloadstep = 20, int _PLminloadstep =
             this.CRmaxiter = _CRmaxiter;
             this.CRstifferror = _CRstifferror;
 
-            this.CombItem = CombItem ?? new List<CombItem>();
+            this.CombItem = combItem ?? new List<CombItem>();
+        }
+
+        public Comb(int nLEmaxiter = 30, int pLdefloadstep = 20, int pLminloadstep = 2, bool plKeepLoadStep = true, int plTolerance = 1, int pLmaxeqiter = 50, int plShellLayers = 10, bool nLSMohr = true, int nLSinitloadstep = 10, int nLSminloadstep = 10, int nLSactiveelemratio = 5, int nLSplasticelemratio = 5, int cRloadstep = 20, int cRmaxiter = 30, int cRstifferror = 2, List<CombItem> combItem = null)
+        {
+            NLEmaxiter = nLEmaxiter;
+            PLdefloadstep = pLdefloadstep;
+            PLminloadstep = pLminloadstep;
+            PlKeepLoadStep = plKeepLoadStep;
+            PlTolerance = plTolerance;
+            PLmaxeqiter = pLmaxeqiter;
+            PlShellLayers = plShellLayers;
+            NLSMohr = nLSMohr;
+            NLSinitloadstep = nLSinitloadstep;
+            NLSminloadstep = nLSminloadstep;
+            NLSactiveelemratio = nLSactiveelemratio;
+            NLSplasticelemratio = nLSplasticelemratio;
+            CRloadstep = cRloadstep;
+            CRmaxiter = cRmaxiter;
+            CRstifferror = cRstifferror;
+            CombItem = combItem ?? new List<CombItem>();
         }
 
+
+
         /// <summary>
         /// Set default calculation parameters for load combinations.
         /// </summary>
         /// <remarks>Create</remarks>
         /// <returns></returns>
         public static Comb Default()
         {
-            int NLEmaxiter = 30;
-            int PLdefloadstep = 20;
-            int PLminloadstep = 2;
-            int PLmaxeqiter = 30;
-            bool NLSMohr = true;
-            int NLSinitloadstep = 10;
-            int NLSminloadstep = 10;
-            int NLSactiveelemratio = 5;
-            int NLSplasticelemratio = 5;
-            int CRloadstep = 20;
-            int CRmaxiter = 30;
-            int CRstifferror = 2;
-            return new Comb(NLEmaxiter, PLdefloadstep, PLminloadstep, PLmaxeqiter, NLSMohr, NLSinitloadstep, NLSminloadstep, NLSactiveelemratio, NLSplasticelemratio, CRloadstep, CRmaxiter, CRstifferror);
+            return new Comb();
         }
-
     }
 }

FemDesign.Core/FemDesign.Core.csproj

@@ -80,6 +80,7 @@
     <Compile Include="Foundations\Insulation.cs" />
     <Compile Include="Foundations\IsolatedFoundation.cs" />
     <Compile Include="Foundations\RefParts.cs" />
+    <Compile Include="GenericClasses\EntityColor.cs" />
     <Compile Include="GenericClasses\IBar.cs" />
     <Compile Include="Geometry\Line3d.cs" />
     <Compile Include="Geometry\HorizontalPolygon2d.cs" />
@@ -99,30 +100,84 @@
     <Compile Include="Materials\TimberPanelType.cs" />
     <Compile Include="Materials\TimberServiceClassFactors.cs" />
     <Compile Include="Materials\TimberServiceClassKdefs.cs" />
-    <Compile Include="Results\BarStress.cs" />
-    <Compile Include="Results\Equilibrium.cs" />
-    <Compile Include="Results\FootFall\NodalAcceleration.cs" />
-    <Compile Include="Results\FootFall\NodalResponseFactor.cs" />
-    <Compile Include="Results\InteractionSurface.cs" />
     <Compile Include="Geometry\Plane.cs" />
-    <Compile Include="Results\LabelledSectionInternalForce.cs" />
-    <Compile Include="Results\LineSupportReaction.cs" />
-    <Compile Include="Results\Node\PointSupportReaction.cs" />
-    <Compile Include="Results\PointConnectionForce.cs" />
     <Compile Include="Reinforcement\LongitudinalBarReinforcement.cs" />
     <Compile Include="Reinforcement\StirrupsReinforcement.cs" />
-    <Compile Include="Results\QuantityEstimation.cs" />
-    <Compile Include="Results\RC design\RCBarUtilization.cs" />
-    <Compile Include="Results\RC design\RCShellCrackWidth.cs" />
-    <Compile Include="Results\RC design\RCShellShearCapacity.cs" />
-    <Compile Include="Results\RC design\RCShellShearUtilization.cs" />
+
+    <Compile Include="Results\Node\NodalDisplacement.cs" />
+
+    <Compile Include="Results\BarDisplacement.cs" />
+    <Compile Include="Results\BarStress.cs" />
+    <Compile Include="Results\BarInternalForce.cs" />
+    <Compile Include="Results\BarEndForce.cs" />
+
+    <Compile Include="Results\Node\PointSupportReaction.cs" />
+    <Compile Include="Results\Node\PointSupportReactionMinMax.cs" />
+    <Compile Include="Results\Node\PointSupportReaction.cs" />
+    <Compile Include="Results\LineSupportReaction.cs" />
+    <Compile Include="Results\LineSupportResultant.cs" />
+    <Compile Include="Results\SurfaceSupportReactions.cs" />
+    <Compile Include="Results\SurfaceSupportResultant.cs" />
+
+    <Compile Include="Results\PointConnectionForce.cs" />
+    <Compile Include="Results\LineConnectionForce.cs" />
+    <Compile Include="Results\LineConnectionResultant.cs" />
+
+
+    <Compile Include="Results\LabelledSectionInternalForce.cs" />
+    <Compile Include="Results\LabelledSectionResultant.cs" />
+
     <Compile Include="Results\Shell\ShellStress.cs" />
+    <Compile Include="Results\Shell\ShellDerivedForce.cs" />
+    <Compile Include="Results\Shell\ShellDisplacement.cs" />
+    <Compile Include="Results\Shell\ShelllnternalForce.cs" />
+    <Compile Include="Results\Shell\ShellStress.cs" />
+
+    <Compile Include="Results\QuantityEstimation.cs" />
+    <Compile Include="Results\Equilibrium.cs" />
+
+
+
+
+
+    <Compile Include="Results\FiniteElements\FemNode.cs" />
+    <Compile Include="Results\FiniteElements\FemBar.cs" />
+    <Compile Include="Results\FiniteElements\FemShell.cs" />
+    <Compile Include="Results\FiniteElements\FiniteElement.cs" />
+
     <Compile Include="Results\Stability\CriticalParameter.cs" />
     <Compile Include="Results\Stability\NodalBucklingShape.cs" />
     <Compile Include="Results\Stability\ImperfectionFactor.cs" />
+
+    <Compile Include="Results\EigenFrequencies\EigenFrequencies.cs" />
+    <Compile Include="Results\EigenFrequencies\NodalVibration.cs" />
+
+    <Compile Include="Results\FootFall\NodalAcceleration.cs" />
+    <Compile Include="Results\FootFall\NodalResponseFactor.cs" />
+
     <Compile Include="Results\Steel\BarSteelUtilization.cs" />
+
     <Compile Include="Results\Timber Design\BarTimberUtilization.cs" />
+    <Compile Include="Results\Timber Design\CLTFireUtilization.cs" />
+    <Compile Include="Results\Timber Design\CLTShellUtilization.cs" />
+
+    <Compile Include="Results\RC design\RCBarUtilization.cs" />
+    <Compile Include="Results\RC design\RCShellCrackWidth.cs" />
+    <Compile Include="Results\RC design\RCShellShearCapacity.cs" />
+    <Compile Include="Results\RC design\RCShellShearUtilization.cs" />
+    <Compile Include="Results\RC design\RCShellReinforcementRequired.cs" />
+    <Compile Include="Results\RC design\RCShellDesignForces.cs" />
+    <Compile Include="Results\RC design\RCShellCrackWidth.cs" />
+    <Compile Include="Results\RC design\RCShellUtilization.cs" />
+
+    <Compile Include="Results\Units.cs" />
+    <Compile Include="Results\InteractionSurface.cs" />
     <Compile Include="Results\Utils\UtilResultMethods.cs" />
+    <Compile Include="Results\Convert.cs" />
+    <Compile Include="Results\ResultsReader.cs" />
+    <Compile Include="Results\ResultAttribute.cs" />
+    <Compile Include="Results\IResult.cs" />
+
     <Compile Include="Soil\BoreHole.cs" />
     <Compile Include="Soil\SoilElements.cs" />
     <Compile Include="Soil\Strata.cs" />
@@ -143,17 +198,9 @@
     <Compile Include="Utils\LoadCombinationTable.cs" />
     <Compile Include="Utils\NationalAnnexEnum.cs" />
     <Compile Include="Releases\RigidityDataType0.cs" />
-    <Compile Include="Results\Convert.cs" />
-    <Compile Include="Results\Node\PointSupportReactionMinMax.cs" />
     <Compile Include="Geometry\ArcEdge.cs" />
     <Compile Include="Geometry\CircleEdge.cs" />
     <Compile Include="Geometry\LineEdge.cs" />
-    <Compile Include="Results\RC design\RCShellReinforcementRequired.cs" />
-    <Compile Include="Results\RC design\RCShellDesignForces.cs" />
-    <Compile Include="Results\SurfaceSupportReactions.cs" />
-    <Compile Include="Results\SurfaceSupportResultant.cs" />
-    <Compile Include="Results\Timber Design\CLTFireUtilization.cs" />
-    <Compile Include="Results\Timber Design\CLTShellUtilization.cs" />
     <Compile Include="Shells\SlabStiffnessFactors.cs" />
     <Compile Include="Stage\ActivatedLoadCase.cs" />
     <Compile Include="ModellingTools\AdvancedFem.cs" />
@@ -198,9 +245,6 @@
     <Compile Include="Calculate\Options.cs" />
     <Compile Include="Calculate\Stage.cs" />
     <Compile Include="Geometry\Proximity.cs" />
-    <Compile Include="Results\LabelledSectionInternalForce.cs" />
-    <Compile Include="Results\LabelledSectionResultant.cs" />
-    <Compile Include="Results\Units.cs" />
     <Compile Include="GenericClasses\Camber.cs" />
     <Compile Include="GenericClasses\FaceEnum.cs" />
     <Compile Include="GenericClasses\VerticalAlignmentEnum.cs" />
@@ -213,26 +257,7 @@
     <Compile Include="GenericClasses\ILibraryBase.cs" />
     <Compile Include="GenericClasses\ILoadElement.cs" />
     <Compile Include="Geometry\Face.cs" />
-    <Compile Include="Results\BarInternalForce.cs" />
-    <Compile Include="Results\EigenFrequencies\EigenFrequencies.cs" />
-    <Compile Include="Results\EigenFrequencies\NodalVibration.cs" />
-    <Compile Include="Results\FiniteElements\FemBar.cs" />
-    <Compile Include="Results\FiniteElements\FiniteElement.cs" />
-    <Compile Include="Results\FiniteElements\FemNode.cs" />
-    <Compile Include="Results\FiniteElements\FemShell.cs" />
-    <Compile Include="Results\FootFall\NodalAcceleration.cs" />
-    <Compile Include="Results\FootFall\NodalResponseFactor.cs" />
-    <Compile Include="Results\LineConnectionForce.cs" />
-    <Compile Include="Results\LineConnectionResultant.cs" />
-    <Compile Include="Results\BarDisplacement.cs" />
-    <Compile Include="Results\LineSupportResultant.cs" />
-    <Compile Include="Results\RC design\RCShellCrackWidth.cs" />
-    <Compile Include="Results\RC design\RCShellUtilization.cs" />
-    <Compile Include="Results\Shell\ShellDerivedForce.cs" />
-    <Compile Include="Results\Shell\ShellDisplacement.cs" />
     <Compile Include="Properties\GlobalAssemblyInfo.cs" />
-    <Compile Include="Results\ResultAttribute.cs" />
-    <Compile Include="Results\IResult.cs" />
     <Compile Include="GenericClasses\ISupportElement.cs" />
     <Compile Include="GenericClasses\IStructureElement.cs" />
     <Compile Include="GenericClasses\LibraryBase.cs" />
@@ -373,13 +398,7 @@
     <Compile Include="Releases\StiffBaseType.cs" />
     <Compile Include="Releases\StiffnessType.cs" />
     <Compile Include="Releases\StiffnessWithFriction.cs" />
-    <Compile Include="Results\Shell\ShelllnternalForce.cs" />
-    <Compile Include="Results\BarEndForce.cs" />
-    <Compile Include="Results\Node\NodalDisplacement.cs" />
-    <Compile Include="Results\QuantityEstimation.cs" />
-    <Compile Include="Results\Node\PointSupportReaction.cs" />
-    <Compile Include="Results\ResultsReader.cs" />
-    <Compile Include="Results\Shell\ShellStress.cs" />
+
     <Compile Include="RevitTools\ProjectSettings.cs" />
     <Compile Include="Sections\ComplexSection.cs" />
     <Compile Include="Sections\DatabaseSections.cs" />

FemDesign.Core/FemDesignConnection.cs

@@ -370,6 +370,9 @@ public void RunDesign(CmdUserModule userModule, Design design, List<CmdDesignGro
                 );
 
             this.RunScript(script, $"RunDesign_{userModule}");
+
+            if(design.ApplyChanges == true)
+                this.ApplyDesignChanges();
         }
 
 

FemDesign.Core/Foundations/IsolatedFoundation.cs

@@ -42,6 +42,9 @@ public partial class IsolatedFoundation : NamedEntityBase, IStructureElement, IF
         [XmlElement("insulation", Order = 5)]
         public Insulation Insulation { get; set; }
 
+        [XmlElement("colouring", Order = 6)]
+        public EntityColor Colouring { get; set; }
+
         [XmlAttribute("analythical_system")]
         [DefaultValue(FoundationSystem.Simple)]
         public FoundationSystem FoundationSystem { get; set; }