From ed006b82c34be50f77550bf6d3cc4a6eb9281d07 Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:03 +0200
Subject: [PATCH 01/13] FEM: reinforced material, add object, including all FEM
 object unit tests

---
 src/Mod/Fem/CMakeLists.txt                    |  2 +
 src/Mod/Fem/ObjectsFem.py                     | 15 ++++
 .../_ViewProviderFemMaterialReinforced.py     | 89 +++++++++++++++++++
 .../Fem/femobjects/_FemMaterialReinforced.py  | 59 ++++++++++++
 src/Mod/Fem/femtest/testobject.py             | 34 ++++++-
 5 files changed, 196 insertions(+), 3 deletions(-)
 create mode 100644 src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
 create mode 100644 src/Mod/Fem/femobjects/_FemMaterialReinforced.py

diff --git a/src/Mod/Fem/CMakeLists.txt b/src/Mod/Fem/CMakeLists.txt
index 88460c7304..38aab6b7c5 100755
--- a/src/Mod/Fem/CMakeLists.txt
+++ b/src/Mod/Fem/CMakeLists.txt
@@ -206,6 +206,7 @@ SET(FemObjectsScripts_SRCS
     femobjects/_FemElementGeometry2D.py
     femobjects/_FemElementRotation1D.py
     femobjects/_FemMaterial.py
+    femobjects/_FemMaterialReinforced.py
     femobjects/_FemMaterialMechanicalNonlinear.py
     femobjects/_FemMeshBoundaryLayer.py
     femobjects/_FemMeshGmsh.py
@@ -286,6 +287,7 @@ SET(FemGuiScripts_SRCS
     femguiobjects/_ViewProviderFemElementGeometry2D.py
     femguiobjects/_ViewProviderFemElementRotation1D.py
     femguiobjects/_ViewProviderFemMaterial.py
+    femguiobjects/_ViewProviderFemMaterialReinforced.py
     femguiobjects/_ViewProviderFemMaterialMechanicalNonlinear.py
     femguiobjects/_ViewProviderFemMeshBoundaryLayer.py
     femguiobjects/_ViewProviderFemMeshGmsh.py
diff --git a/src/Mod/Fem/ObjectsFem.py b/src/Mod/Fem/ObjectsFem.py
index a49fcabeaf..6ba8a97ea5 100644
--- a/src/Mod/Fem/ObjectsFem.py
+++ b/src/Mod/Fem/ObjectsFem.py
@@ -372,6 +372,21 @@ def makeMaterialMechanicalNonlinear(
     return obj
 
 
+def makeMaterialReinforced(
+    doc,
+    name="MaterialReinforced"
+):
+    '''makeMaterialReinforced(document, [matrix_material], [reinforcement_material], [name]):
+    creates a reinforced material object'''
+    obj = doc.addObject("App::MaterialObjectPython", name)
+    from femobjects import _FemMaterialReinforced
+    _FemMaterialReinforced._FemMaterialReinforced(obj)
+    if FreeCAD.GuiUp:
+        from femguiobjects import _ViewProviderFemMaterialReinforced
+        _ViewProviderFemMaterialReinforced._ViewProviderFemMaterialReinforced(obj.ViewObject)
+    return obj
+
+
 def makeMaterialSolid(
     doc,
     name="MechanicalSolidMaterial"
diff --git a/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py b/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
new file mode 100644
index 0000000000..39556b3b8b
--- /dev/null
+++ b/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
@@ -0,0 +1,89 @@
+# ***************************************************************************
+# *   Copyright (c) 2019 Bernd Hahnebach <bernd@bimstatik.org>              *
+# *                                                                         *
+# *   This program is free software; you can redistribute it and/or modify  *
+# *   it under the terms of the GNU Lesser General Public License (LGPL)    *
+# *   as published by the Free Software Foundation; either version 2 of     *
+# *   the License, or (at your option) any later version.                   *
+# *   for detail see the LICENCE text file.                                 *
+# *                                                                         *
+# *   This program is distributed in the hope that it will be useful,       *
+# *   but WITHOUT ANY WARRANTY; without even the implied warranty of        *
+# *   MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the         *
+# *   GNU Library General Public License for more details.                  *
+# *                                                                         *
+# *   You should have received a copy of the GNU Library General Public     *
+# *   License along with this program; if not, write to the Free Software   *
+# *   Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA  02111-1307  *
+# *   USA                                                                   *
+# *                                                                         *
+# ***************************************************************************
+
+__title__ = "FreeCAD FEM material reinforced ViewProvider for the document object"
+__author__ = "Bernd Hahnebach"
+__url__ = "http://www.freecadweb.org"
+
+## @package ViewProviderFemMaterialReinforced
+#  \ingroup FEM
+#  \brief FreeCAD FEM _ViewProviderFemMaterialReinforced
+
+import FreeCAD
+import FreeCADGui
+import FemGui  # needed to display the icons in TreeView
+False if False else FemGui.__name__  # flake8, dummy FemGui usage, returns 'FemGui'
+
+
+class _ViewProviderFemMaterialReinforced:
+    "A View Provider for the FemMaterialReinfocement object"
+    def __init__(self, vobj):
+        vobj.Proxy = self
+
+    def getIcon(self):
+        return ":/icons/fem-constraint-selfweight.svg"  # TODO: create one
+
+    def attach(self, vobj):
+        from pivy import coin
+        self.ViewObject = vobj
+        self.Object = vobj.Object
+        self.standard = coin.SoGroup()
+        vobj.addDisplayMode(self.standard, "Default")
+
+    def getDisplayModes(self, obj):
+        return ["Default"]
+
+    def updateData(self, obj, prop):
+        return
+
+    def onChanged(self, vobj, prop):
+        return
+
+    def setEdit(self, vobj, mode=0):
+        # avoid edit mode by return False
+        # https://forum.freecadweb.org/viewtopic.php?t=12139&start=10#p161062
+        return False
+
+    def unsetEdit(self, vobj, mode=0):
+        FreeCADGui.Control.closeDialog()
+        return True
+
+    def doubleClicked(self, vobj):
+        guidoc = FreeCADGui.getDocument(vobj.Object.Document)
+        # check if another VP is in edit mode
+        # https://forum.freecadweb.org/viewtopic.php?t=13077#p104702
+        if not guidoc.getInEdit():
+            guidoc.setEdit(vobj.Object.Name)
+        else:
+            from PySide.QtGui import QMessageBox
+            message = (
+                'Active Task Dialog found! '
+                'Please close this one before opening  a new one!'
+            )
+            QMessageBox.critical(None, "Error in tree view", message)
+            FreeCAD.Console.PrintError(message + '\n')
+        return True
+
+    def __getstate__(self):
+        return None
+
+    def __setstate__(self, state):
+        return None
diff --git a/src/Mod/Fem/femobjects/_FemMaterialReinforced.py b/src/Mod/Fem/femobjects/_FemMaterialReinforced.py
new file mode 100644
index 0000000000..d8b970e0db
--- /dev/null
+++ b/src/Mod/Fem/femobjects/_FemMaterialReinforced.py
@@ -0,0 +1,59 @@
+# ***************************************************************************
+# *                                                                         *
+# *   Copyright (c) 2019 Bernd Hahnebach <bernd@bimstatik.org>              *
+# *                                                                         *
+# *   This program is free software; you can redistribute it and/or modify  *
+# *   it under the terms of the GNU Lesser General Public License (LGPL)    *
+# *   as published by the Free Software Foundation; either version 2 of     *
+# *   the License, or (at your option) any later version.                   *
+# *   for detail see the LICENCE text file.                                 *
+# *                                                                         *
+# *   This program is distributed in the hope that it will be useful,       *
+# *   but WITHOUT ANY WARRANTY; without even the implied warranty of        *
+# *   MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the         *
+# *   GNU Library General Public License for more details.                  *
+# *                                                                         *
+# *   You should have received a copy of the GNU Library General Public     *
+# *   License along with this program; if not, write to the Free Software   *
+# *   Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA  02111-1307  *
+# *   USA                                                                   *
+# *                                                                         *
+# ***************************************************************************
+
+__title__ = "FreeCAD FEM reinforced material"
+__author__ = "Bernd Hahnebach"
+__url__ = "http://www.freecadweb.org"
+
+## @package FemMaterialReinforced
+#  \ingroup FEM
+#  \brief FreeCAD FEM _FemMaterialReinforced
+
+
+class _FemMaterialReinforced:
+    "The FemMaterialReinforced object"
+    def __init__(self, obj):
+        obj.addProperty(
+            "App::PropertyLinkSubList",
+            "References",
+            "Material",
+            "List of material shapes"
+        )
+        obj.addProperty(
+            "App::PropertyMap",
+            "Reinforcement",
+            "Composites",
+            "Reinforcement material properties"
+        )
+        obj.addProperty(
+            "App::PropertyEnumeration",
+            "Category",
+            "Material",
+            "Matrix material properties"
+        )
+        obj.Category = ['Solid']
+        obj.Category = 'Solid'
+        obj.Proxy = self
+        self.Type = "Fem::MaterialReinforced"
+
+    def execute(self, obj):
+        return
diff --git a/src/Mod/Fem/femtest/testobject.py b/src/Mod/Fem/femtest/testobject.py
index a56b076a07..4adb6e968b 100644
--- a/src/Mod/Fem/femtest/testobject.py
+++ b/src/Mod/Fem/femtest/testobject.py
@@ -82,6 +82,7 @@ class TestObjectCreate(unittest.TestCase):
         analysis.addObject(ObjectsFem.makeMaterialFluid(doc))
         mat = analysis.addObject(ObjectsFem.makeMaterialSolid(doc))[0]
         analysis.addObject(ObjectsFem.makeMaterialMechanicalNonlinear(doc, mat))
+        analysis.addObject(ObjectsFem.makeMaterialReinforced(doc))
 
         msh = analysis.addObject(ObjectsFem.makeMeshGmsh(doc))[0]
         analysis.addObject(ObjectsFem.makeMeshBoundaryLayer(doc, msh))
@@ -266,6 +267,10 @@ class TestObjectType(unittest.TestCase):
             'Fem::MaterialMechanicalNonlinear',
             type_of_obj(ObjectsFem.makeMaterialMechanicalNonlinear(doc, materialsolid))
         )
+        self.assertEqual(
+            'Fem::MaterialReinforced',
+            type_of_obj(ObjectsFem.makeMaterialReinforced(doc))
+        )
         mesh = ObjectsFem.makeMeshGmsh(doc)
         self.assertEqual(
             'Fem::FemMeshGmsh',
@@ -330,7 +335,7 @@ class TestObjectType(unittest.TestCase):
             'Fem::FemEquationElmerHeat',
             type_of_obj(ObjectsFem.makeEquationHeat(doc, solverelmer))
         )
-        # is = 43 (just copy in empty file to test)
+        # is = 44 tests (just copy in empty file to test)
         # TODO: vtk post objs
         # TODO: use different type for fluid and solid material
 
@@ -450,6 +455,10 @@ class TestObjectType(unittest.TestCase):
             ObjectsFem.makeMaterialMechanicalNonlinear(doc, materialsolid),
             'Fem::MaterialMechanicalNonlinear'
         ))
+        self.assertTrue(is_of_type(
+            ObjectsFem.makeMaterialReinforced(doc),
+            'Fem::MaterialReinforced'
+        ))
         mesh = ObjectsFem.makeMeshGmsh(doc)
         self.assertTrue(is_of_type(
             mesh,
@@ -516,7 +525,7 @@ class TestObjectType(unittest.TestCase):
             ObjectsFem.makeEquationHeat(doc, solverelmer),
             'Fem::FemEquationElmerHeat'
         ))
-        # is = 43 (just copy in empty file to test)
+        # is = 44 tests (just copy in empty file to test)
 
     # ********************************************************************************************
     def test_femobjects_derivedfromfem(
@@ -899,6 +908,20 @@ class TestObjectType(unittest.TestCase):
             'Fem::MaterialMechanicalNonlinear'
         ))
 
+        # MaterialReinforced
+        self.assertTrue(is_derived_from(
+            ObjectsFem.makeMaterialReinforced(doc),
+            'App::DocumentObject'
+        ))
+        self.assertTrue(is_derived_from(
+            ObjectsFem.makeMaterialReinforced(doc),
+            'App::MaterialObjectPython'
+        ))
+        self.assertTrue(is_derived_from(
+            ObjectsFem.makeMaterialReinforced(doc),
+            'Fem::MaterialReinforced'
+        ))
+
         # FemMeshGmsh
         self.assertTrue(is_derived_from(
             mesh, 'App::DocumentObject'
@@ -1270,6 +1293,11 @@ class TestObjectType(unittest.TestCase):
                 materialsolid
             ).isDerivedFrom('Fem::FeaturePython')
         )
+        self.assertTrue(
+            ObjectsFem.makeMaterialReinforced(
+                doc
+            ).isDerivedFrom('App::MaterialObjectPython')
+        )
         mesh = ObjectsFem.makeMeshGmsh(doc)
         self.assertTrue(
             mesh.isDerivedFrom('Fem::FemMeshObjectPython')
@@ -1356,7 +1384,7 @@ class TestObjectType(unittest.TestCase):
                 solverelmer
             ).isDerivedFrom('App::FeaturePython')
         )
-        # is = 43 (just copy in empty file to test)
+        # is = 44 tests (just copy in empty file to test)
 
     # ********************************************************************************************
     def tearDown(

From 5e201aef97aa8696332f593bd61b195a66df0c60 Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:05 +0200
Subject: [PATCH 02/13] FEM: reinforced material, add icon (thanks to
 bitacovir)

---
 src/Mod/Fem/Gui/Resources/Fem.qrc             |   1 +
 .../icons/fem-material-reinforced.svg         | 686 ++++++++++++++++++
 .../_ViewProviderFemMaterialReinforced.py     |   2 +-
 3 files changed, 688 insertions(+), 1 deletion(-)
 create mode 100644 src/Mod/Fem/Gui/Resources/icons/fem-material-reinforced.svg

diff --git a/src/Mod/Fem/Gui/Resources/Fem.qrc b/src/Mod/Fem/Gui/Resources/Fem.qrc
index 04cbc0624d..f0b001711b 100755
--- a/src/Mod/Fem/Gui/Resources/Fem.qrc
+++ b/src/Mod/Fem/Gui/Resources/Fem.qrc
@@ -52,6 +52,7 @@
         <file>icons/fem-material.svg</file>
         <file>icons/fem-material-fluid.svg</file>
         <file>icons/fem-material-nonlinear.svg</file>
+        <file>icons/fem-material-reinforced.svg</file>
         <file>icons/fem-post-data-pipline.svg</file>
         <file>icons/fem-post-filter-clip-region.svg</file>
         <file>icons/fem-post-filter-clip-scalar.svg</file>
diff --git a/src/Mod/Fem/Gui/Resources/icons/fem-material-reinforced.svg b/src/Mod/Fem/Gui/Resources/icons/fem-material-reinforced.svg
new file mode 100644
index 0000000000..cfcc4d6667
--- /dev/null
+++ b/src/Mod/Fem/Gui/Resources/icons/fem-material-reinforced.svg
@@ -0,0 +1,686 @@
+<?xml version="1.0" encoding="UTF-8" standalone="no"?>
+<!-- Created with Inkscape (http://www.inkscape.org/) -->
+
+<svg
+   xmlns:dc="http://purl.org/dc/elements/1.1/"
+   xmlns:cc="http://creativecommons.org/ns#"
+   xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#"
+   xmlns:svg="http://www.w3.org/2000/svg"
+   xmlns="http://www.w3.org/2000/svg"
+   xmlns:xlink="http://www.w3.org/1999/xlink"
+   xmlns:sodipodi="http://sodipodi.sourceforge.net/DTD/sodipodi-0.dtd"
+   xmlns:inkscape="http://www.inkscape.org/namespaces/inkscape"
+   width="64px"
+   height="64px"
+   id="svg2816"
+   version="1.1"
+   inkscape:version="0.92.4 (5da689c313, 2019-01-14)"
+   sodipodi:docname="fem-material-reinforced1.svg">
+  <defs
+     id="defs2818">
+    <linearGradient
+       inkscape:collect="always"
+       id="linearGradient4432">
+      <stop
+         style="stop-color:#ffffff;stop-opacity:1;"
+         offset="0"
+         id="stop4434" />
+      <stop
+         style="stop-color:#ffffff;stop-opacity:0;"
+         offset="1"
+         id="stop4436" />
+    </linearGradient>
+    <linearGradient
+       inkscape:collect="always"
+       id="linearGradient4044">
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+         style="stop-color:#000000;stop-opacity:1;"
+         offset="0"
+         id="stop4046" />
+      <stop
+         style="stop-color:#000000;stop-opacity:0;"
+         offset="1"
+         id="stop4048" />
+    </linearGradient>
+    <linearGradient
+       id="linearGradient3681">
+      <stop
+         id="stop3697"
+         offset="0"
+         style="stop-color:#fff110;stop-opacity:1;" />
+      <stop
+         style="stop-color:#cf7008;stop-opacity:1;"
+         offset="1"
+         id="stop3685" />
+    </linearGradient>
+    <inkscape:perspective
+       sodipodi:type="inkscape:persp3d"
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diff --git a/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py b/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
index 39556b3b8b..0a5c89f602 100644
--- a/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
+++ b/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
@@ -39,7 +39,7 @@ class _ViewProviderFemMaterialReinforced:
         vobj.Proxy = self
 
     def getIcon(self):
-        return ":/icons/fem-constraint-selfweight.svg"  # TODO: create one
+        return ":/icons/fem-material-reinforced.svg"
 
     def attach(self, vobj):
         from pivy import coin

From ba08d3d54f636e35b96e746464a7717a20666f4d Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:05 +0200
Subject: [PATCH 03/13] FEM: reinforced material, add a GUI command

---
 src/Mod/Fem/Gui/Workbench.cpp       |  2 ++
 src/Mod/Fem/femcommands/commands.py | 35 +++++++++++++++++++++++++++++
 2 files changed, 37 insertions(+)

diff --git a/src/Mod/Fem/Gui/Workbench.cpp b/src/Mod/Fem/Gui/Workbench.cpp
index 84646e8c71..10598fbf14 100755
--- a/src/Mod/Fem/Gui/Workbench.cpp
+++ b/src/Mod/Fem/Gui/Workbench.cpp
@@ -87,6 +87,7 @@ Gui::ToolBarItem* Workbench::setupToolBars() const
            << "FEM_MaterialSolid"
            << "FEM_MaterialFluid"
            << "FEM_MaterialMechanicalNonlinear"
+           << "FEM_MaterialReinforced"
            << "FEM_MaterialEditor"
            << "Separator"
            << "FEM_ElementGeometry1D"
@@ -190,6 +191,7 @@ Gui::MenuItem* Workbench::setupMenuBar() const
     *material << "FEM_MaterialSolid"
               << "FEM_MaterialFluid"
               << "FEM_MaterialMechanicalNonlinear"
+              << "FEM_MaterialReinforced"
               << "FEM_MaterialEditor";
 
     Gui::MenuItem* elec = new Gui::MenuItem;
diff --git a/src/Mod/Fem/femcommands/commands.py b/src/Mod/Fem/femcommands/commands.py
index 4a08def59f..e14f1d0146 100644
--- a/src/Mod/Fem/femcommands/commands.py
+++ b/src/Mod/Fem/femcommands/commands.py
@@ -665,6 +665,37 @@ class _CommandFemMaterialMechanicalNonlinear(CommandManager):
         FreeCAD.ActiveDocument.recompute()
 
 
+class _CommandFemMaterialReinforced(CommandManager):
+    "The FEM_MaterialReinforced command definition"
+    def __init__(self):
+        super(_CommandFemMaterialReinforced, self).__init__()
+        self.resources = {
+            'Pixmap': 'fem-material-reinforced',
+            'MenuText': QtCore.QT_TRANSLATE_NOOP(
+                "FEM_MaterialReinforced",
+                "Reinforced material (concrete)"
+            ),
+            'Accel': "M, M",
+            'ToolTip': QtCore.QT_TRANSLATE_NOOP(
+                "FEM_MaterialReinforced",
+                "Creates a material for reinforced matrix material such as concrete"
+            )
+        }
+        self.is_active = 'with_analysis'
+
+    def Activated(self):
+        FreeCAD.ActiveDocument.openTransaction("Create Reinforced Material")
+        FreeCADGui.addModule("ObjectsFem")
+        FreeCADGui.doCommand(
+            "FemGui.getActiveAnalysis().addObject(ObjectsFem."
+            "makeMaterialReinforced(FreeCAD.ActiveDocument, 'ReinforcedMaterial'))"
+        )
+        FreeCADGui.doCommand(
+            "FreeCADGui.ActiveDocument.setEdit(FreeCAD.ActiveDocument.ActiveObject.Name)"
+        )
+        FreeCAD.ActiveDocument.recompute()
+
+
 class _CommandFemMaterialSolid(CommandManager):
     "The FEM_MaterialSolid command definition"
     def __init__(self):
@@ -1296,6 +1327,10 @@ FreeCADGui.addCommand(
     'FEM_MaterialMechanicalNonlinear',
     _CommandFemMaterialMechanicalNonlinear()
 )
+FreeCADGui.addCommand(
+    'FEM_MaterialReinforced',
+    _CommandFemMaterialReinforced()
+)
 FreeCADGui.addCommand(
     'FEM_MaterialSolid',
     _CommandFemMaterialSolid()

From cf5eb3c5edf97d662f42c6b9117b88582575d7b5 Mon Sep 17 00:00:00 2001
From: HarryvL <harryvanlangen.doha@gmail.com>
Date: Sun, 16 Jun 2019 18:26:09 +0200
Subject: [PATCH 04/13] FEM: result properties, add new lists to hold concrete
 results

---
 src/Mod/Fem/App/FemVTKTools.cpp               |  7 +++
 .../_ViewProviderFemResultMechanical.py       | 25 +++++++++-
 .../Fem/femobjects/_FemResultMechanical.py    | 50 +++++++++++++++++++
 3 files changed, 81 insertions(+), 1 deletion(-)

diff --git a/src/Mod/Fem/App/FemVTKTools.cpp b/src/Mod/Fem/App/FemVTKTools.cpp
index 250454bf1e..432bc37cbf 100644
--- a/src/Mod/Fem/App/FemVTKTools.cpp
+++ b/src/Mod/Fem/App/FemVTKTools.cpp
@@ -660,6 +660,9 @@ std::map<std::string, std::string> _getFreeCADMechResultVectorProperties() {
     // App::PropertyVectorList will be a list of vectors in vtk
     std::map<std::string, std::string> resFCVecProp;
     resFCVecProp["DisplacementVectors"] = "Displacement";
+    resFCVecProp["PS1Vector"] = "PS1Vector";
+    resFCVecProp["PS2Vector"] = "PS2Vector";
+    resFCVecProp["PS3Vector"] = "PS3Vector";
 
     return resFCVecProp;
 }
@@ -691,6 +694,10 @@ std::map<std::string, std::string> _getFreeCADMechResultScalarProperties() {
     resFCScalProp["PrincipalMin"] = "Minor Principal Stress";  // can be plotted in Paraview as THE MINOR PRINCIPAL STRESS MAGNITUDE
     resFCScalProp["StressValues"] = "von Mises Stress";
     resFCScalProp["Temperature"] = "Temperature";
+    resFCScalProp["MohrCoulomb"] = "MohrCoulomb";
+    resFCScalProp["ReinforcementRatio_x"] = "ReinforcementRatio_x";
+    resFCScalProp["ReinforcementRatio_y"] = "ReinforcementRatio_y";
+    resFCScalProp["ReinforcementRatio_z"] = "ReinforcementRatio_z";
 
     resFCScalProp["UserDefined"] = "UserDefinedMyName";  // this is empty or am I wrong ?!
     resFCScalProp["MassFlowRate"] = "Mass Flow Rate";
diff --git a/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py b/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
index 1d4f823d92..f108e29dc8 100644
--- a/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
+++ b/src/Mod/Fem/femguiobjects/_ViewProviderFemResultMechanical.py
@@ -467,6 +467,28 @@ class _TaskPanelFemResultShow:
         exy = np.array(self.result_obj.NodeStrainXY)
         exz = np.array(self.result_obj.NodeStrainXZ)
         eyz = np.array(self.result_obj.NodeStrainYZ)
+
+        # Display of Reinforcement Ratios and Mohr Coulomb Criterion
+        rx = np.array(self.result_obj.ReinforcementRatio_x)
+        ry = np.array(self.result_obj.ReinforcementRatio_y)
+        rz = np.array(self.result_obj.ReinforcementRatio_z)
+        mc = np.array(self.result_obj.MohrCoulomb)
+
+        ps1vector = np.array(self.result_obj.PS1Vector)
+        s1x = np.array(ps1vector[:, 0])
+        s1y = np.array(ps1vector[:, 1])
+        s1z = np.array(ps1vector[:, 2])
+
+        ps2vector = np.array(self.result_obj.PS2Vector)
+        s2x = np.array(ps2vector[:, 0])
+        s2y = np.array(ps2vector[:, 1])
+        s2z = np.array(ps2vector[:, 2])
+
+        ps3vector = np.array(self.result_obj.PS1Vector)
+        s3x = np.array(ps3vector[:, 0])
+        s3y = np.array(ps3vector[:, 1])
+        s3z = np.array(ps3vector[:, 2])
+
         userdefined_eq = self.form.user_def_eq.toPlainText()  # Get equation to be used
         UserDefinedFormula = eval(userdefined_eq).tolist()
         self.result_obj.UserDefined = UserDefinedFormula
@@ -486,7 +508,8 @@ class _TaskPanelFemResultShow:
         del x, y, z, T, Von, Peeq, P1, P2, P3
         del sxx, syy, szz, sxy, sxz, syz
         del exx, eyy, ezz, exy, exz, eyz
-        del MF, NP
+        del MF, NP, rx, ry, rz, mc
+        del s1x, s1y, s1z, s2x, s2y, s2z, s3x, s3y, s3z
 
     def select_displacement_type(self, disp_type):
         QApplication.setOverrideCursor(Qt.WaitCursor)
diff --git a/src/Mod/Fem/femobjects/_FemResultMechanical.py b/src/Mod/Fem/femobjects/_FemResultMechanical.py
index 721678122f..81da7d554b 100644
--- a/src/Mod/Fem/femobjects/_FemResultMechanical.py
+++ b/src/Mod/Fem/femobjects/_FemResultMechanical.py
@@ -80,6 +80,56 @@ class _FemResultMechanical():
             "List of equivalent plastic strain values",
             True
         )
+        obj.addProperty(
+            "App::PropertyFloatList",
+            "MohrCoulomb",
+            "NodeData",
+            "List of Mohr Coulomb stress values",
+            True
+        )
+        obj.addProperty(
+            "App::PropertyFloatList",
+            "ReinforcementRatio_x",
+            "NodeData",
+            "Reinforcement ratio x-direction",
+            True
+        )
+        obj.addProperty(
+            "App::PropertyFloatList",
+            "ReinforcementRatio_y",
+            "NodeData",
+            "Reinforcement ratio y-direction",
+            True
+        )
+        obj.addProperty(
+            "App::PropertyFloatList",
+            "ReinforcementRatio_z",
+            "NodeData",
+            "Reinforcement ratio z-direction",
+            True
+        )
+        obj.addProperty(
+            "App::PropertyVectorList",
+            "PS1Vector",
+            "NodeData",
+            "List of 1st Principal Stress Vectors",
+            True
+        )
+        obj.addProperty(
+            "App::PropertyVectorList",
+            "PS2Vector",
+            "NodeData",
+            "List of 2nd Principal Stress Vectors",
+            True
+        )
+        obj.addProperty(
+            "App::PropertyVectorList",
+            "PS3Vector",
+            "NodeData",
+            "List of 3rd Principal Stress Vectors",
+            True
+        )
+
         # readonly in propertyEditor of comboView
         obj.addProperty(
             "App::PropertyFloatList",

From fc1c954c951556881a829f88099615634467c51d Mon Sep 17 00:00:00 2001
From: HarryvL <harryvanlangen.doha@gmail.com>
Date: Sun, 16 Jun 2019 18:26:11 +0200
Subject: [PATCH 05/13] FEM: vtk tool, change the results exported to vtk

---
 src/Mod/Fem/App/FemVTKTools.cpp | 14 ++++++++------
 1 file changed, 8 insertions(+), 6 deletions(-)

diff --git a/src/Mod/Fem/App/FemVTKTools.cpp b/src/Mod/Fem/App/FemVTKTools.cpp
index 432bc37cbf..a0b4fd04c4 100644
--- a/src/Mod/Fem/App/FemVTKTools.cpp
+++ b/src/Mod/Fem/App/FemVTKTools.cpp
@@ -660,9 +660,10 @@ std::map<std::string, std::string> _getFreeCADMechResultVectorProperties() {
     // App::PropertyVectorList will be a list of vectors in vtk
     std::map<std::string, std::string> resFCVecProp;
     resFCVecProp["DisplacementVectors"] = "Displacement";
-    resFCVecProp["PS1Vector"] = "PS1Vector";
-    resFCVecProp["PS2Vector"] = "PS2Vector";
-    resFCVecProp["PS3Vector"] = "PS3Vector";
+    // https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=70#p296317
+    resFCVecProp["PS1Vector"] = "Major Principal Stress";
+    resFCVecProp["PS2Vector"] = "Intermediate Principal Stress";
+    resFCVecProp["PS3Vector"] = "Minor Principal Stress";
 
     return resFCVecProp;
 }
@@ -689,9 +690,10 @@ std::map<std::string, std::string> _getFreeCADMechResultScalarProperties() {
     resFCScalProp["NodeStrainXZ"] = "Strain xz component";
     resFCScalProp["NodeStrainYZ"] = "Strain yz component";
     resFCScalProp["Peeq"] = "Equivalent Plastic Strain";
-    resFCScalProp["PrincipalMax"] = "Major Principal Stress";  // can be plotted in Paraview as THE MAJOR PRINCIPAL STRESS MAGNITUDE
-    resFCScalProp["PrincipalMed"] = "Intermediate Principal Stress";  // can be plotted in Paraview as THE INTERMEDIATE PRINCIPAL STRESS MAGNITUDE
-    resFCScalProp["PrincipalMin"] = "Minor Principal Stress";  // can be plotted in Paraview as THE MINOR PRINCIPAL STRESS MAGNITUDE
+    // https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=70#p296317
+    // resFCScalProp["PrincipalMax"] = "Major Principal Stress";  // can be plotted in Paraview as THE MAJOR PRINCIPAL STRESS MAGNITUDE
+    // resFCScalProp["PrincipalMed"] = "Intermediate Principal Stress";  // can be plotted in Paraview as THE INTERMEDIATE PRINCIPAL STRESS MAGNITUDE
+    // resFCScalProp["PrincipalMin"] = "Minor Principal Stress";  // can be plotted in Paraview as THE MINOR PRINCIPAL STRESS MAGNITUDE
     resFCScalProp["StressValues"] = "von Mises Stress";
     resFCScalProp["Temperature"] = "Temperature";
     resFCScalProp["MohrCoulomb"] = "MohrCoulomb";

From d3007258e7651b4f36d2a8c5ba6b952ddfaf8b6e Mon Sep 17 00:00:00 2001
From: HarryvL <harryvanlangen.doha@gmail.com>
Date: Sun, 16 Jun 2019 18:26:13 +0200
Subject: [PATCH 06/13] FEM: concrete results, new methods for calculating
 results for concrete materials

---
 src/Mod/Fem/TestFem.py               |   8 +-
 src/Mod/Fem/femresult/resulttools.py | 221 ++++++++++++++++++++++++++-
 src/Mod/Fem/femtest/testresult.py    |  23 ++-
 3 files changed, 246 insertions(+), 6 deletions(-)

diff --git a/src/Mod/Fem/TestFem.py b/src/Mod/Fem/TestFem.py
index 03fa8380db..4a127c4f79 100644
--- a/src/Mod/Fem/TestFem.py
+++ b/src/Mod/Fem/TestFem.py
@@ -126,7 +126,8 @@ gf()
 ./bin/FreeCADCmd --run-test "femtest.testobject.TestObjectType.test_femobjects_derivedfromstd"
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_read_frd_massflow_networkpressure"
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_von_mises"
-./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_principal"
+./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_principal_std"
+./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_principal_reinforced"
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_disp_abs"
 ./bin/FreeCADCmd --run-test "femtest.testsolverframework.TestSolverFrameWork.test_solver_framework"
 
@@ -214,7 +215,10 @@ import unittest
 unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_stress_von_mises"))
 
 import unittest
-unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_stress_principal"))
+unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_stress_principal_std"))
+
+import unittest
+unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_stress_principal_reinforced"))
 
 import unittest
 unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_disp_abs"))
diff --git a/src/Mod/Fem/femresult/resulttools.py b/src/Mod/Fem/femresult/resulttools.py
index 10343b9064..f81ff0a628 100644
--- a/src/Mod/Fem/femresult/resulttools.py
+++ b/src/Mod/Fem/femresult/resulttools.py
@@ -324,7 +324,7 @@ def add_principal_stress(res_obj):
         res_obj.NodeStressYZ
     )
     for Sxx, Syy, Szz, Sxy, Sxz, Syz in iterator:
-        prin1, prin2, prin3, shear = calculate_principal_stress((Sxx, Syy, Szz, Sxy, Sxz, Syz))
+        prin1, prin2, prin3, shear = calculate_principal_stress_std((Sxx, Syy, Szz, Sxy, Sxz, Syz))
         prinstress1.append(prin1)
         prinstress2.append(prin2)
         prinstress3.append(prin3)
@@ -373,7 +373,7 @@ def calculate_von_mises(stress_tensor):
     return np.sqrt(1.5 * np.linalg.norm(normal - pressure)**2 + 3.0 * np.linalg.norm(shear)**2)
 
 
-def calculate_principal_stress(stress_tensor):
+def calculate_principal_stress_std(stress_tensor):
     s11 = stress_tensor[0]  # Sxx
     s22 = stress_tensor[1]  # Syy
     s33 = stress_tensor[2]  # Szz
@@ -399,6 +399,223 @@ def calculate_principal_stress(stress_tensor):
     # https://forum.freecadweb.org/viewtopic.php?f=22&t=33911&start=10#p284229
 
 
+def calculate_principal_stress_reinforced(stress_tensor):
+    #
+    #   HarryvL - calculate principal stress vectors and values
+    #           - for total stresses use stress_tensor[0], stress_tensor[1], stress_tensor[2]
+    #             on the diagonal of the stress tensor
+    #
+    # difference to the original method:
+    # https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=90#p296539
+    #
+
+    s11 = stress_tensor[0]  # Sxx
+    s22 = stress_tensor[1]  # Syy
+    s33 = stress_tensor[2]  # Szz
+    s12 = stress_tensor[3]  # Sxy
+    s31 = stress_tensor[4]  # Sxz
+    s23 = stress_tensor[5]  # Syz
+    sigma = np.array([
+        [s11, s12, s31],
+        [s12, s22, s23],
+        [s31, s23, s33]
+    ])  # https://forum.freecadweb.org/viewtopic.php?f=18&t=24637&start=10#p240408
+
+    eigenvalues, eigenvectors = np.linalg.eig(sigma)
+
+    #
+    #   HarryvL: suppress complex eigenvalue and vectors that may occur for
+    #   near-zero (numerical noise) stress fields
+    #
+
+    eigenvalues = eigenvalues.real
+    eigenvectors = eigenvectors.real
+
+    eigenvectors[:, 0] = eigenvalues[0] * eigenvectors[:, 0]
+    eigenvectors[:, 1] = eigenvalues[1] * eigenvectors[:, 1]
+    eigenvectors[:, 2] = eigenvalues[2] * eigenvectors[:, 2]
+
+    idx = eigenvalues.argsort()[::-1]
+    eigenvalues = eigenvalues[idx]
+    eigenvectors = eigenvectors[:, idx]
+
+    maxshear = (eigenvalues[0] - eigenvalues[2]) / 2.0
+
+    return (eigenvalues[0], eigenvalues[1], eigenvalues[2], maxshear,
+            tuple([tuple(row) for row in eigenvectors.T]))
+
+
+def calculate_rho(stress_tensor, fy):
+
+    #
+    #   HarryvL - Calculation of Reinforcement Ratios and
+    #   Concrete Stresses according to http://heronjournal.nl/53-4/3.pdf
+    #           - See post:
+    #             https://forum.freecadweb.org/viewtopic.php?f=18&t=28821
+    #                   fy: factored yield strength of reinforcement bars
+    #
+
+    rmin = 1.0e9
+    eqmin = 14
+
+    sxx = stress_tensor[0]
+    syy = stress_tensor[1]
+    szz = stress_tensor[2]
+    sxy = stress_tensor[3]
+    syz = stress_tensor[5]
+    sxz = stress_tensor[4]
+
+    rhox = np.zeros(15)
+    rhoy = np.zeros(15)
+    rhoz = np.zeros(15)
+
+    #    i1=sxx+syy+szz NOT USED
+    #    i2=sxx*syy+syy*szz+szz*sxx-sxy**2-sxz**2-syz**2 NOT USED
+    i3 = (sxx * syy * szz + 2 * sxy * sxz * syz - sxx * syz**2
+          - syy * sxz**2 - szz * sxy**2)
+
+    #    Solution (5)
+    d = (sxx * syy - sxy**2)
+    if d != 0.:
+        rhoz[0] = i3 / d / fy
+
+    #    Solution (6)
+    d = (sxx * szz - sxz**2)
+    if d != 0.:
+        rhoy[1] = i3 / d / fy
+
+    #    Solution (7)
+    d = (syy * szz - syz**2)
+    if d != 0.:
+        rhox[2] = i3 / d / fy
+
+    #    Solution (9)
+    if sxx != 0.:
+        fc = sxz * sxy / sxx - syz
+        fxy = sxy**2 / sxx
+        fxz = sxz**2 / sxx
+
+        #    Solution (9+)
+        rhoy[3] = syy - fxy + fc
+        rhoy[3] /= fy
+        rhoz[3] = szz - fxz + fc
+        rhoz[3] /= fy
+
+        #    Solution (9-)
+        rhoy[4] = syy - fxy - fc
+        rhoy[4] /= fy
+        rhoz[4] = szz - fxz - fc
+        rhoz[4] /= fy
+
+    #   Solution (10)
+    if syy != 0.:
+        fc = syz * sxy / syy - sxz
+        fxy = sxy**2 / syy
+        fyz = syz**2 / syy
+
+        # Solution (10+)
+        rhox[5] = sxx - fxy + fc
+        rhox[5] /= fy
+        rhoz[5] = szz - fyz + fc
+        rhoz[5] /= fy
+
+        # Solution (10-)vm
+        rhox[6] = sxx - fxy - fc
+
+        rhox[6] /= fy
+        rhoz[6] = szz - fyz - fc
+        rhoz[6] /= fy
+
+    # Solution (11)
+    if szz != 0.:
+        fc = sxz * syz / szz - sxy
+        fxz = sxz**2 / szz
+        fyz = syz**2 / szz
+
+        # Solution (11+)
+        rhox[7] = sxx - fxz + fc
+        rhox[7] /= fy
+        rhoy[7] = syy - fyz + fc
+        rhoy[7] /= fy
+
+        # Solution (11-)
+        rhox[8] = sxx - fxz - fc
+        rhox[8] /= fy
+        rhoy[8] = syy - fyz - fc
+        rhoy[8] /= fy
+
+    # Solution (13)
+    rhox[9] = (sxx + sxy + sxz) / fy
+    rhoy[9] = (syy + sxy + syz) / fy
+    rhoz[9] = (szz + sxz + syz) / fy
+
+    # Solution (14)
+    rhox[10] = (sxx + sxy - sxz) / fy
+    rhoy[10] = (syy + sxy - syz) / fy
+    rhoz[10] = (szz - sxz - syz) / fy
+
+    # Solution (15)
+    rhox[11] = (sxx - sxy - sxz) / fy
+    rhoy[11] = (syy - sxy + syz) / fy
+    rhoz[11] = (szz - sxz + syz) / fy
+
+    # Solution (16)
+    rhox[12] = (sxx - sxy + sxz) / fy
+    rhoy[12] = (syy - sxy - syz) / fy
+    rhoz[12] = (szz + sxz - syz) / fy
+
+    # Solution (17)
+    if syz != 0.:
+        rhox[13] = (sxx - sxy * sxz / syz) / fy
+    if sxz != 0.:
+        rhoy[13] = (syy - sxy * syz / sxz) / fy
+    if sxy != 0.:
+        rhoz[13] = (szz - sxz * syz / sxy) / fy
+
+    for ir in range(0, rhox.size):
+
+        if rhox[ir] >= -1.e-10 and rhoy[ir] >= -1.e-10 and rhoz[ir] > -1.e-10:
+
+            # Concrete Stresses
+            scxx = sxx - rhox[ir] * fy
+            scyy = syy - rhoy[ir] * fy
+            sczz = szz - rhoz[ir] * fy
+            ic1 = (scxx + scyy + sczz)
+            ic2 = (scxx * scyy + scyy * sczz + sczz * scxx - sxy**2
+                   - sxz**2 - syz**2)
+            ic3 = (scxx * scyy * sczz + 2 * sxy * sxz * syz - scxx * syz**2
+                   - scyy * sxz**2 - sczz * sxy**2)
+
+            if ic1 <= 1.e-6 and ic2 >= -1.e-6 and ic3 <= 1.0e-6:
+
+                rsum = rhox[ir] + rhoy[ir] + rhoz[ir]
+
+                if rsum < rmin and rsum > 0.:
+                    rmin = rsum
+                    eqmin = ir
+
+    return rhox[eqmin], rhoy[eqmin], rhoz[eqmin]
+
+
+def calculate_mohr_coulomb(prin1, prin3, phi, fck):
+    #
+    #   HarryvL - Calculation of Mohr Coulomb yield criterion to judge
+    #             concrete curshing and shear failure
+    #                   phi: angle of internal friction
+    #                   fck: factored compressive strength of the matrix material (usually concrete)
+    #
+
+    coh = fck * (1 - np.sin(phi)) / 2 / np.cos(phi)
+
+    mc_stress = ((prin1 - prin3) + (prin1 + prin3) * np.sin(phi)
+                 - 2. * coh * np.cos(phi))
+
+    if mc_stress < 0.:
+        mc_stress = 0.
+
+    return mc_stress
+
+
 def calculate_disp_abs(displacements):
     # see https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=100#p296657
     return [np.linalg.norm(nd) for nd in displacements]
diff --git a/src/Mod/Fem/femtest/testresult.py b/src/Mod/Fem/femtest/testresult.py
index 2d75557422..ba3fa8bc63 100644
--- a/src/Mod/Fem/femtest/testresult.py
+++ b/src/Mod/Fem/femtest/testresult.py
@@ -313,11 +313,11 @@ class TestResult(unittest.TestCase):
         )
 
     # ********************************************************************************************
-    def test_stress_principal(
+    def test_stress_principal_std(
         self
     ):
         expected_principal = (-178.0076, -194.0749, -468.9075, 145.4499)
-        from femresult.resulttools import calculate_principal_stress as pr
+        from femresult.resulttools import calculate_principal_stress_std as pr
         prin = pr(self.get_stress_values())
         rounded_prin = (
             round(prin[0], 4),
@@ -332,6 +332,25 @@ class TestResult(unittest.TestCase):
             "Calculated principal stresses are not the expected values."
         )
 
+    # ********************************************************************************************
+    def test_stress_principal_reinforced(
+        self
+    ):
+        expected_principal = (-178.0076, -194.0749, -468.9075, 145.4499)
+        from femresult.resulttools import calculate_principal_stress_reinforced as prrc
+        prin = prrc(self.get_stress_values())
+        rounded_prin = (
+            round(prin[0], 4),
+            round(prin[1], 4),
+            round(prin[2], 4),
+            round(prin[3], 4))
+        # fcc_print(rounded_prin)
+        self.assertEqual(
+            rounded_prin,
+            expected_principal,
+            "Calculated principal reinforced stresses are not the expected values."
+        )
+
     # ********************************************************************************************
     def test_disp_abs(
         self

From 30ec7477d1c5c3e2a24c8639e0dc92954c809da8 Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:15 +0200
Subject: [PATCH 07/13] FEM: concrete results, use the new concrete result
 reading methods on result reading

---
 src/Mod/Fem/feminout/importCcxFrdResults.py |  16 +-
 src/Mod/Fem/femresult/resulttools.py        | 161 +++++++++++++++++++-
 src/Mod/Fem/femsolver/calculix/tasks.py     |   7 +-
 src/Mod/Fem/femtools/ccxtools.py            |   5 +-
 4 files changed, 184 insertions(+), 5 deletions(-)

diff --git a/src/Mod/Fem/feminout/importCcxFrdResults.py b/src/Mod/Fem/feminout/importCcxFrdResults.py
index f9253a62f7..23280ddbc3 100644
--- a/src/Mod/Fem/feminout/importCcxFrdResults.py
+++ b/src/Mod/Fem/feminout/importCcxFrdResults.py
@@ -120,19 +120,31 @@ def importFrd(
                     analysis_object.addObject(res_obj)
                 # complementary result object calculations
                 import femresult.resulttools as restools
+                import femtools.femutils as femutils
                 if not res_obj.MassFlowRate:
                     # only compact result if not Flow 1D results
                     # compact result object, workaround for bug 2873
                     # https://www.freecadweb.org/tracker/view.php?id=2873
                     res_obj = restools.compact_result(res_obj)
+
                 # fill DisplacementLengths
                 res_obj = restools.add_disp_apps(res_obj)
                 # fill StressValues
                 res_obj = restools.add_von_mises(res_obj)
-                # fill PrincipalMax, PrincipalMed, PrincipalMin, MaxShear
-                res_obj = restools.add_principal_stress(res_obj)
+                if res_obj.getParentGroup():
+                    has_reinforced_mat = False
+                    for obj in res_obj.getParentGroup().Group:
+                        if obj.isDerivedFrom('App::MaterialObjectPython') \
+                                and femutils.is_of_type(obj, 'Fem::MaterialReinforced'):
+                            has_reinforced_mat = True
+                            restools.add_principal_stress_reinforced(res_obj)
+                            break
+                    if has_reinforced_mat is False:
+                        # fill PrincipalMax, PrincipalMed, PrincipalMin, MaxShear
+                        res_obj = restools.add_principal_stress_std(res_obj)
                 # fill Stats
                 res_obj = restools.fill_femresult_stats(res_obj)
+
         else:
             error_message = (
                 "We have nodes but no results in frd file, "
diff --git a/src/Mod/Fem/femresult/resulttools.py b/src/Mod/Fem/femresult/resulttools.py
index f81ff0a628..22eeceba19 100644
--- a/src/Mod/Fem/femresult/resulttools.py
+++ b/src/Mod/Fem/femresult/resulttools.py
@@ -310,7 +310,7 @@ def add_von_mises(res_obj):
     return res_obj
 
 
-def add_principal_stress(res_obj):
+def add_principal_stress_std(res_obj):
     prinstress1 = []
     prinstress2 = []
     prinstress3 = []
@@ -337,6 +337,165 @@ def add_principal_stress(res_obj):
     return res_obj
 
 
+def get_concrete_nodes(res_obj):
+
+    #
+    # HarryvL: determine concrete / non-concrete nodes
+    #
+
+    from femmesh.meshtools import get_femnodes_by_refshape
+    femmesh = res_obj.Mesh.FemMesh
+    nsr = femmesh.NodeCount  # nsr number of stress results
+
+    # ic[iic]:
+    # ic = flag for material type; iic = node number
+    # ic = 0: NOT ASSIGNED
+    # ic = 1: ReinforcedMaterial
+    # ic = 2: NOT ReinforcedMaterial
+    ic = np.zeros(nsr)
+
+    for obj in res_obj.getParentGroup().Group:
+        if obj.isDerivedFrom('App::MaterialObjectPython') \
+                and femutils.is_of_type(obj, 'Fem::MaterialReinforced'):
+            print("ReinforcedMaterial")
+            if obj.References == []:
+                for iic in range(nsr):
+                    if ic[iic] == 0:
+                        ic[iic] = 1
+            else:
+                for ref in obj.References:
+                    concrete_nodes = get_femnodes_by_refshape(femmesh, ref)
+                    for cn in concrete_nodes:
+                        ic[cn - 1] = 1
+        elif obj.isDerivedFrom('App::MaterialObjectPython') \
+                and femutils.is_of_type(obj, 'Fem::Material'):
+            print("NOT ReinforcedMaterial")
+            if obj.References == []:
+                for iic in range(nsr):
+                    if ic[iic] == 0:
+                        ic[iic] = 2
+            else:
+                for ref in obj.References:
+                    non_concrete_nodes = get_femnodes_by_refshape(femmesh, ref)
+                    for ncn in non_concrete_nodes:
+                        ic[ncn - 1] = 2
+    return ic
+
+
+def add_principal_stress_reinforced(res_obj):
+
+    #
+    # HarryvL: determine concrete / non-concrete nodes
+    #
+    ic = get_concrete_nodes(res_obj)
+
+    #
+    # calculate principal and max Shear and fill them in res_obj
+    #
+    prinstress1 = []
+    prinstress2 = []
+    prinstress3 = []
+    shearstress = []
+    ps1v = []
+    ps2v = []
+    ps3v = []
+    #
+    # HarryvL: additional arrays to hold reinforcement ratios
+    # and mohr coulomb stress
+    #
+    rhx = []
+    rhy = []
+    rhz = []
+    moc = []
+
+    # material parameter
+    for obj in res_obj.getParentGroup().Group:
+        if femutils.is_of_type(obj, 'Fem::MaterialReinforced'):
+            matrix_af = float(
+                FreeCAD.Units.Quantity(obj.Material['AngleOfFriction']).getValueAs('rad')
+            )
+            matrix_cs = float(
+                FreeCAD.Units.Quantity(obj.Material['CompressiveStrength']).getValueAs('MPa')
+            )
+            reinforce_yield = float(
+                FreeCAD.Units.Quantity(obj.Reinforcement['YieldStrength']).getValueAs('MPa')
+            )
+    # print(matrix_af)
+    # print(matrix_cs)
+    # print(reinforce_yield)
+
+    iterator = zip(
+        res_obj.NodeStressXX,
+        res_obj.NodeStressYY,
+        res_obj.NodeStressZZ,
+        res_obj.NodeStressXY,
+        res_obj.NodeStressXZ,
+        res_obj.NodeStressYZ
+    )
+    for isv, stress_tensor in enumerate(iterator):
+
+        rhox = 0.
+        rhoy = 0.
+        rhoz = 0.
+        mc = 0.
+
+        if ic[isv] == 1:
+            #
+            # HarryvL: for concrete scxx etc. are affected by
+            # reinforcement (see calculate_rho(stress_tensor)). for all other
+            # materials scxx etc. are the original stresses
+            #
+            rhox, rhoy, rhoz = calculate_rho(
+                stress_tensor,
+                reinforce_yield
+            )
+
+        prin1, prin2, prin3, shear, psv = calculate_principal_stress_reinforced(
+            stress_tensor
+        )
+
+        prinstress1.append(prin1)
+        prinstress2.append(prin2)
+        prinstress3.append(prin3)
+        shearstress.append(shear)
+        ps1v.append(psv[0])
+        ps2v.append(psv[1])
+        ps3v.append(psv[2])
+
+        #
+        # reinforcement ratios and mohr coulomb criterion
+        #
+        rhx.append(rhox)
+        rhy.append(rhoy)
+        rhz.append(rhoz)
+        if ic[isv] == 1:
+            mc = calculate_mohr_coulomb(prin1, prin3, matrix_af, matrix_cs)
+        moc.append(mc)
+
+    res_obj.PrincipalMax = prinstress1
+    res_obj.PrincipalMed = prinstress2
+    res_obj.PrincipalMin = prinstress3
+    res_obj.MaxShear = shearstress
+    #
+    # HarryvL: additional concrete and principal stress plot
+    # results for use in _ViewProviderFemResultMechanical
+    #
+    res_obj.ReinforcementRatio_x = rhx
+    res_obj.ReinforcementRatio_y = rhy
+    res_obj.ReinforcementRatio_z = rhz
+    res_obj.MohrCoulomb = moc
+
+    res_obj.PS1Vector = ps1v
+    res_obj.PS2Vector = ps2v
+    res_obj.PS3Vector = ps3v
+
+    FreeCAD.Console.PrintMessage(
+        'Added principal stress and max shear values as well as'
+        'reinforcment rations, Mohr Coloumb values.\n'
+    )
+    return res_obj
+
+
 def compact_result(res_obj):
     '''
     compacts result.Mesh and appropriate result.NodeNumbers
diff --git a/src/Mod/Fem/femsolver/calculix/tasks.py b/src/Mod/Fem/femsolver/calculix/tasks.py
index 8dbd07c246..d51c26d961 100644
--- a/src/Mod/Fem/femsolver/calculix/tasks.py
+++ b/src/Mod/Fem/femsolver/calculix/tasks.py
@@ -184,9 +184,14 @@ class _Container(object):
 
         # get member
         # materials
-        self.materials_linear = self.get_several_member(
+        std_mats = self.get_several_member(
             'Fem::Material'
         )
+        rei_mats = self.get_several_member(
+            'Fem::MaterialReinforced'
+        )
+        self.materials_linear = std_mats + rei_mats
+
         self.materials_nonlinear = self.get_several_member(
             'Fem::MaterialMechanicalNonlinear'
         )
diff --git a/src/Mod/Fem/femtools/ccxtools.py b/src/Mod/Fem/femtools/ccxtools.py
index 5f26c6d440..52b21ae78b 100644
--- a/src/Mod/Fem/femtools/ccxtools.py
+++ b/src/Mod/Fem/femtools/ccxtools.py
@@ -223,7 +223,10 @@ class FemToolsCcx(QtCore.QRunnable, QtCore.QObject):
 
         ## @var materials_linear
         #  list of linear materials from the analysis. Updated with update_objects
-        self.materials_linear = self._get_several_member('Fem::Material')
+        self.materials_linear = (
+            self._get_several_member('Fem::Material')
+            + self._get_several_member('Fem::MaterialReinforced')
+        )
         ## @var materials_nonlinear
         #  list of nonlinear materials from the analysis. Updated with update_objects
         self.materials_nonlinear = self._get_several_member('Fem::MaterialMechanicalNonlinear')

From 7cd6ea884b6fdf2abfa7acee0e44e55f719fdd7c Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:17 +0200
Subject: [PATCH 08/13] FEM: add reinforced concrete 2D wall example

---
 src/Mod/Fem/CMakeLists.txt                    |    2 +
 src/Mod/Fem/femexamples/manager.py            |   17 +
 .../meshes/mesh_rc_wall_2d_tria6.py           | 1343 +++++++++++++++++
 src/Mod/Fem/femexamples/rc_wall_2d.py         |  165 ++
 4 files changed, 1527 insertions(+)
 create mode 100644 src/Mod/Fem/femexamples/meshes/mesh_rc_wall_2d_tria6.py
 create mode 100644 src/Mod/Fem/femexamples/rc_wall_2d.py

diff --git a/src/Mod/Fem/CMakeLists.txt b/src/Mod/Fem/CMakeLists.txt
index 38aab6b7c5..4507fb1ce4 100755
--- a/src/Mod/Fem/CMakeLists.txt
+++ b/src/Mod/Fem/CMakeLists.txt
@@ -36,11 +36,13 @@ SET(FemExamples_SRCS
     femexamples/__init__.py
     femexamples/ccx_cantilever_std.py
     femexamples/manager.py
+    femexamples/rc_wall_2d.py
 )
 
 SET(FemExampleMeshes_SRCS
     femexamples/meshes/__init__.py
     femexamples/meshes/mesh_canticcx_tetra10.py
+    femexamples/meshes/mesh_rc_wall_2d_tria6.py
 )
 
 SET(FemInOut_SRCS
diff --git a/src/Mod/Fem/femexamples/manager.py b/src/Mod/Fem/femexamples/manager.py
index 0d9eecf32b..3d54e1a8d6 100644
--- a/src/Mod/Fem/femexamples/manager.py
+++ b/src/Mod/Fem/femexamples/manager.py
@@ -75,6 +75,7 @@ def run_all():
     run_ccx_cantileverfaceload()
     run_ccx_cantilevernodeload()
     run_ccx_cantileverprescribeddisplacement()
+    run_rcwall2d()
 
 
 def run_ccx_cantileverfaceload(solver=None, base_name=None):
@@ -119,6 +120,20 @@ def run_ccx_cantileverprescribeddisplacement(solver=None, base_name=None):
     return doc
 
 
+def run_rcwall2d(solver=None, base_name=None):
+
+    from femexamples.rc_wall_2d import setup_rcwall2d as setup
+    doc = setup()
+
+    if base_name is None:
+        base_name = 'RC_FIB_Wall_2D'
+        if solver is not None:
+            base_name += ('_' + solver)
+    run_analysis(doc, base_name)
+
+    return doc
+
+
 '''
 from femexamples.manager import *
 
@@ -132,4 +147,6 @@ doc = run_ccx_cantilevernodeload('calculix')
 doc = run_ccx_cantilevernodeload('ccxtools')
 doc = run_ccx_cantilevernodeload('z88')
 
+doc = run_rcwall2d()
+
 '''
diff --git a/src/Mod/Fem/femexamples/meshes/mesh_rc_wall_2d_tria6.py b/src/Mod/Fem/femexamples/meshes/mesh_rc_wall_2d_tria6.py
new file mode 100644
index 0000000000..c257afb5eb
--- /dev/null
+++ b/src/Mod/Fem/femexamples/meshes/mesh_rc_wall_2d_tria6.py
@@ -0,0 +1,1343 @@
+def create_nodes(femmesh):
+    # nodes
+    femmesh.addNode(0.0, 0.0, 0.0, 1)
+    femmesh.addNode(0.0, 2000.0, 0.0, 2)
+    femmesh.addNode(500.0, 0.0, 0.0, 3)
+    femmesh.addNode(4000.0, 2000.0, 0.0, 4)
+    femmesh.addNode(3500.0, 0.0, 0.0, 5)
+    femmesh.addNode(4000.0, 0.0, 0.0, 6)
+    femmesh.addNode(0.0, -2000.0, 0.0, 7)
+    femmesh.addNode(500.0, -2000.0, 0.0, 8)
+    femmesh.addNode(3500.0, -2000.0, 0.0, 9)
+    femmesh.addNode(4000.0, -2000.0, 0.0, 10)
+    femmesh.addNode(0.0, 250.0, 0.0, 11)
+    femmesh.addNode(0.0, 500.0, 0.0, 12)
+    femmesh.addNode(0.0, 750.0, 0.0, 13)
+    femmesh.addNode(0.0, 1000.0, 0.0, 14)
+    femmesh.addNode(0.0, 1250.0, 0.0, 15)
+    femmesh.addNode(0.0, 1500.0, 0.0, 16)
+    femmesh.addNode(0.0, 1750.0, 0.0, 17)
+    femmesh.addNode(0.0, 125.0, 0.0, 18)
+    femmesh.addNode(0.0, 375.0, 0.0, 19)
+    femmesh.addNode(0.0, 625.0, 0.0, 20)
+    femmesh.addNode(0.0, 875.0, 0.0, 21)
+    femmesh.addNode(0.0, 1125.0, 0.0, 22)
+    femmesh.addNode(0.0, 1375.0, 0.0, 23)
+    femmesh.addNode(0.0, 1625.0, 0.0, 24)
+    femmesh.addNode(0.0, 1875.0, 0.0, 25)
+    femmesh.addNode(250.0, 0.0, 0.0, 26)
+    femmesh.addNode(125.0, 0.0, 0.0, 27)
+    femmesh.addNode(375.0, 0.0, 0.0, 28)
+    femmesh.addNode(250.0, 2000.0, 0.0, 29)
+    femmesh.addNode(500.0, 2000.0, 0.0, 30)
+    femmesh.addNode(750.0, 2000.0, 0.0, 31)
+    femmesh.addNode(1000.0, 2000.0, 0.0, 32)
+    femmesh.addNode(1250.0, 2000.0, 0.0, 33)
+    femmesh.addNode(1500.0, 2000.0, 0.0, 34)
+    femmesh.addNode(1750.0, 2000.0, 0.0, 35)
+    femmesh.addNode(2000.0, 2000.0, 0.0, 36)
+    femmesh.addNode(2250.0, 2000.0, 0.0, 37)
+    femmesh.addNode(2500.0, 2000.0, 0.0, 38)
+    femmesh.addNode(2750.0, 2000.0, 0.0, 39)
+    femmesh.addNode(3000.0, 2000.0, 0.0, 40)
+    femmesh.addNode(3250.0, 2000.0, 0.0, 41)
+    femmesh.addNode(3500.0, 2000.0, 0.0, 42)
+    femmesh.addNode(3750.0, 2000.0, 0.0, 43)
+    femmesh.addNode(125.0, 2000.0, 0.0, 44)
+    femmesh.addNode(375.0, 2000.0, 0.0, 45)
+    femmesh.addNode(625.0, 2000.0, 0.0, 46)
+    femmesh.addNode(875.0, 2000.0, 0.0, 47)
+    femmesh.addNode(1125.0, 2000.0, 0.0, 48)
+    femmesh.addNode(1375.0, 2000.0, 0.0, 49)
+    femmesh.addNode(1625.0, 2000.0, 0.0, 50)
+    femmesh.addNode(1875.0, 2000.0, 0.0, 51)
+    femmesh.addNode(2125.0, 2000.0, 0.0, 52)
+    femmesh.addNode(2375.0, 2000.0, 0.0, 53)
+    femmesh.addNode(2625.0, 2000.0, 0.0, 54)
+    femmesh.addNode(2875.0, 2000.0, 0.0, 55)
+    femmesh.addNode(3125.0, 2000.0, 0.0, 56)
+    femmesh.addNode(3375.0, 2000.0, 0.0, 57)
+    femmesh.addNode(3625.0, 2000.0, 0.0, 58)
+    femmesh.addNode(3875.0, 2000.0, 0.0, 59)
+    femmesh.addNode(750.0, 0.0, 0.0, 60)
+    femmesh.addNode(1000.0, 0.0, 0.0, 61)
+    femmesh.addNode(1250.0, 0.0, 0.0, 62)
+    femmesh.addNode(1500.0, 0.0, 0.0, 63)
+    femmesh.addNode(1750.0, 0.0, 0.0, 64)
+    femmesh.addNode(2000.0, 0.0, 0.0, 65)
+    femmesh.addNode(2250.0, 0.0, 0.0, 66)
+    femmesh.addNode(2500.0, 0.0, 0.0, 67)
+    femmesh.addNode(2750.0, 0.0, 0.0, 68)
+    femmesh.addNode(3000.0, 0.0, 0.0, 69)
+    femmesh.addNode(3250.0, 0.0, 0.0, 70)
+    femmesh.addNode(625.0, 0.0, 0.0, 71)
+    femmesh.addNode(875.0, 0.0, 0.0, 72)
+    femmesh.addNode(1125.0, 0.0, 0.0, 73)
+    femmesh.addNode(1375.0, 0.0, 0.0, 74)
+    femmesh.addNode(1625.0, 0.0, 0.0, 75)
+    femmesh.addNode(1875.0, 0.0, 0.0, 76)
+    femmesh.addNode(2125.0, 0.0, 0.0, 77)
+    femmesh.addNode(2375.0, 0.0, 0.0, 78)
+    femmesh.addNode(2625.0, 0.0, 0.0, 79)
+    femmesh.addNode(2875.0, 0.0, 0.0, 80)
+    femmesh.addNode(3125.0, 0.0, 0.0, 81)
+    femmesh.addNode(3375.0, 0.0, 0.0, 82)
+    femmesh.addNode(4000.0, 250.0, 0.0, 83)
+    femmesh.addNode(4000.0, 500.0, 0.0, 84)
+    femmesh.addNode(4000.0, 750.0, 0.0, 85)
+    femmesh.addNode(4000.0, 1000.0, 0.0, 86)
+    femmesh.addNode(4000.0, 1250.0, 0.0, 87)
+    femmesh.addNode(4000.0, 1500.0, 0.0, 88)
+    femmesh.addNode(4000.0, 1750.0, 0.0, 89)
+    femmesh.addNode(4000.0, 125.0, 0.0, 90)
+    femmesh.addNode(4000.0, 375.0, 0.0, 91)
+    femmesh.addNode(4000.0, 625.0, 0.0, 92)
+    femmesh.addNode(4000.0, 875.0, 0.0, 93)
+    femmesh.addNode(4000.0, 1125.0, 0.0, 94)
+    femmesh.addNode(4000.0, 1375.0, 0.0, 95)
+    femmesh.addNode(4000.0, 1625.0, 0.0, 96)
+    femmesh.addNode(4000.0, 1875.0, 0.0, 97)
+    femmesh.addNode(3750.0, 0.0, 0.0, 98)
+    femmesh.addNode(3625.0, 0.0, 0.0, 99)
+    femmesh.addNode(3875.0, 0.0, 0.0, 100)
+    femmesh.addNode(0.0, -1750.0, 0.0, 101)
+    femmesh.addNode(0.0, -1500.0, 0.0, 102)
+    femmesh.addNode(0.0, -1250.0, 0.0, 103)
+    femmesh.addNode(0.0, -1000.0, 0.0, 104)
+    femmesh.addNode(0.0, -750.0, 0.0, 105)
+    femmesh.addNode(0.0, -500.0, 0.0, 106)
+    femmesh.addNode(0.0, -250.0, 0.0, 107)
+    femmesh.addNode(0.0, -1875.0, 0.0, 108)
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+    femmesh.addNode(244.79166666666666, -621.527777777778, 0.0, 806)
+    femmesh.addNode(253.65823412698398, -349.26835317460336, 0.0, 807)
+    femmesh.addNode(250.26573129251702, -1377.9230442176872, 0.0, 808)
+    femmesh.addNode(249.1319444444444, -874.4212962962965, 0.0, 809)
+    femmesh.addNode(183.5156907411028, -1822.3611654157708, 0.0, 810)
+    femmesh.addNode(175.62426452602392, -169.8009014101267, 0.0, 811)
+    femmesh.addNode(340.96396806154064, -151.6577109724219, 0.0, 812)
+    femmesh.addNode(337.022015699241, -1842.9798861443787, 0.0, 813)
+    femmesh.addNode(375.1328656462585, -1313.9615221088436, 0.0, 814)
+    femmesh.addNode(375.1328656462585, -1438.9615221088436, 0.0, 815)
+    femmesh.addNode(374.5659722222222, -812.2106481481483, 0.0, 816)
+    femmesh.addNode(374.5659722222222, -937.2106481481483, 0.0, 817)
+    femmesh.addNode(250.1328656462585, -1251.4615221088436, 0.0, 818)
+    femmesh.addNode(375.0, -1187.5, 0.0, 819)
+    femmesh.addNode(250.93005952380952, -1510.2306547619048, 0.0, 820)
+    femmesh.addNode(375.797193877551, -1571.2691326530612, 0.0, 821)
+    femmesh.addNode(249.5659722222222, -999.7106481481483, 0.0, 822)
+    femmesh.addNode(375.0, -1062.5, 0.0, 823)
+    femmesh.addNode(246.96180555555554, -747.9745370370374, 0.0, 824)
+    femmesh.addNode(372.3958333333333, -685.7638888888891, 0.0, 825)
+    femmesh.addNode(249.2249503968253, -485.3980654761908, 0.0, 826)
+    femmesh.addNode(126.82911706349199, -424.6341765873017, 0.0, 827)
+    femmesh.addNode(122.39583333333333, -560.7638888888891, 0.0, 828)
+    femmesh.addNode(376.829117063492, -424.6341765873017, 0.0, 829)
+    femmesh.addNode(372.3958333333333, -560.7638888888891, 0.0, 830)
+    femmesh.addNode(126.82911706349199, -299.6341765873017, 0.0, 831)
+    femmesh.addNode(376.829117063492, -299.6341765873017, 0.0, 832)
+    femmesh.addNode(125.79719387755102, -1696.2691326530612, 0.0, 833)
+    femmesh.addNode(125.79719387755102, -1571.2691326530612, 0.0, 834)
+    femmesh.addNode(125.0, -1187.5, 0.0, 835)
+    femmesh.addNode(125.0, -1062.5, 0.0, 836)
+    femmesh.addNode(122.39583333333333, -685.7638888888891, 0.0, 837)
+    femmesh.addNode(375.797193877551, -1696.2691326530612, 0.0, 838)
+    femmesh.addNode(124.5659722222222, -937.2106481481483, 0.0, 839)
+    femmesh.addNode(125.13286564625851, -1313.9615221088436, 0.0, 840)
+    femmesh.addNode(124.5659722222222, -812.2106481481483, 0.0, 841)
+    femmesh.addNode(125.13286564625851, -1438.9615221088436, 0.0, 842)
+    femmesh.addNode(294.30820172717154, -1742.7590757252506, 0.0, 843)
+    femmesh.addNode(418.5110078496205, -1796.4899430721894, 0.0, 844)
+    femmesh.addNode(91.7578453705514, -1911.1805827078854, 0.0, 845)
+    femmesh.addNode(91.7578453705514, -1786.1805827078854, 0.0, 846)
+    femmesh.addNode(216.7578453705514, -1911.1805827078854, 0.0, 847)
+    femmesh.addNode(217.55503924810242, -1732.4497153609466, 0.0, 848)
+    femmesh.addNode(420.4819840307703, -200.82885548621107, 0.0, 849)
+    femmesh.addNode(297.3111010942623, -250.46303207351275, 0.0, 850)
+    femmesh.addNode(214.64124932650395, -259.53462729236503, 0.0, 851)
+    femmesh.addNode(87.81213226301196, -209.90045070506335, 0.0, 852)
+    femmesh.addNode(87.81213226301196, -84.90045070506335, 0.0, 853)
+    femmesh.addNode(212.81213226301196, -84.90045070506335, 0.0, 854)
+    femmesh.addNode(260.2688532201719, -1832.6705257800747, 0.0, 855)
+    femmesh.addNode(295.4819840307703, -75.82885548621107, 0.0, 856)
+    femmesh.addNode(420.4819840307703, -75.82885548621107, 0.0, 857)
+    femmesh.addNode(418.5110078496205, -1921.4899430721894, 0.0, 858)
+    femmesh.addNode(293.5110078496205, -1921.4899430721894, 0.0, 859)
+    femmesh.addNode(258.2941162937823, -160.7293061912742, 0.0, 860)
+    femmesh.addNode(3751.594387755102, -1642.5382653061224, 0.0, 861)
+    femmesh.addNode(3750.0, -1125.0, 0.0, 862)
+    femmesh.addNode(3744.7916666666665, -621.527777777778, 0.0, 863)
+    femmesh.addNode(3753.658234126984, -349.26835317460336, 0.0, 864)
+    femmesh.addNode(3750.265731292517, -1377.9230442176872, 0.0, 865)
+    femmesh.addNode(3749.1319444444443, -874.4212962962965, 0.0, 866)
+    femmesh.addNode(3683.515690741103, -1822.3611654157708, 0.0, 867)
+    femmesh.addNode(3675.624264526024, -169.8009014101267, 0.0, 868)
+    femmesh.addNode(3840.9639680615405, -151.6577109724219, 0.0, 869)
+    femmesh.addNode(3837.022015699241, -1842.9798861443787, 0.0, 870)
+    femmesh.addNode(3875.1328656462583, -1313.9615221088436, 0.0, 871)
+    femmesh.addNode(3875.1328656462583, -1438.9615221088436, 0.0, 872)
+    femmesh.addNode(3874.565972222222, -812.2106481481483, 0.0, 873)
+    femmesh.addNode(3874.565972222222, -937.2106481481483, 0.0, 874)
+    femmesh.addNode(3750.1328656462583, -1251.4615221088436, 0.0, 875)
+    femmesh.addNode(3875.0, -1187.5, 0.0, 876)
+    femmesh.addNode(3746.9618055555557, -747.9745370370374, 0.0, 877)
+    femmesh.addNode(3872.395833333333, -685.7638888888891, 0.0, 878)
+    femmesh.addNode(3750.9300595238096, -1510.2306547619048, 0.0, 879)
+    femmesh.addNode(3875.797193877551, -1571.2691326530612, 0.0, 880)
+    femmesh.addNode(3749.565972222222, -999.7106481481483, 0.0, 881)
+    femmesh.addNode(3875.0, -1062.5, 0.0, 882)
+    femmesh.addNode(3876.829117063492, -424.6341765873017, 0.0, 883)
+    femmesh.addNode(3749.224950396825, -485.3980654761908, 0.0, 884)
+    femmesh.addNode(3872.395833333333, -560.7638888888891, 0.0, 885)
+    femmesh.addNode(3626.829117063492, -424.6341765873017, 0.0, 886)
+    femmesh.addNode(3622.395833333333, -560.7638888888891, 0.0, 887)
+    femmesh.addNode(3626.829117063492, -299.6341765873017, 0.0, 888)
+    femmesh.addNode(3876.829117063492, -299.6341765873017, 0.0, 889)
+    femmesh.addNode(3625.797193877551, -1696.2691326530612, 0.0, 890)
+    femmesh.addNode(3625.797193877551, -1571.2691326530612, 0.0, 891)
+    femmesh.addNode(3625.0, -1187.5, 0.0, 892)
+    femmesh.addNode(3625.0, -1062.5, 0.0, 893)
+    femmesh.addNode(3622.395833333333, -685.7638888888891, 0.0, 894)
+    femmesh.addNode(3875.797193877551, -1696.2691326530612, 0.0, 895)
+    femmesh.addNode(3624.565972222222, -937.2106481481483, 0.0, 896)
+    femmesh.addNode(3625.1328656462583, -1438.9615221088436, 0.0, 897)
+    femmesh.addNode(3625.1328656462583, -1313.9615221088436, 0.0, 898)
+    femmesh.addNode(3624.565972222222, -812.2106481481483, 0.0, 899)
+    femmesh.addNode(3794.3082017271718, -1742.7590757252506, 0.0, 900)
+    femmesh.addNode(3918.5110078496205, -1796.4899430721894, 0.0, 901)
+    femmesh.addNode(3591.7578453705514, -1911.1805827078854, 0.0, 902)
+    femmesh.addNode(3591.7578453705514, -1786.1805827078854, 0.0, 903)
+    femmesh.addNode(3716.7578453705514, -1911.1805827078854, 0.0, 904)
+    femmesh.addNode(3717.5550392481027, -1732.4497153609466, 0.0, 905)
+    femmesh.addNode(3920.48198403077, -200.82885548621107, 0.0, 906)
+    femmesh.addNode(3797.311101094262, -250.46303207351275, 0.0, 907)
+    femmesh.addNode(3714.6412493265043, -259.53462729236503, 0.0, 908)
+    femmesh.addNode(3587.8121322630122, -209.90045070506335, 0.0, 909)
+    femmesh.addNode(3587.8121322630122, -84.90045070506335, 0.0, 910)
+    femmesh.addNode(3712.8121322630122, -84.90045070506335, 0.0, 911)
+    femmesh.addNode(3760.268853220172, -1832.6705257800747, 0.0, 912)
+    femmesh.addNode(3795.48198403077, -75.82885548621107, 0.0, 913)
+    femmesh.addNode(3920.48198403077, -75.82885548621107, 0.0, 914)
+    femmesh.addNode(3918.5110078496205, -1921.4899430721894, 0.0, 915)
+    femmesh.addNode(3793.5110078496205, -1921.4899430721894, 0.0, 916)
+    femmesh.addNode(3758.2941162937823, -160.7293061912742, 0.0, 917)
+    return True
+
+
+def create_elements(femmesh):
+    # elements
+    femmesh.addFace([174, 230, 204, 315, 316, 317], 21)
+    femmesh.addFace([11, 263, 258, 318, 319, 320], 22)
+    femmesh.addFace([259, 264, 17, 321, 322, 323], 23)
+    femmesh.addFace([201, 261, 65, 324, 325, 326], 24)
+    femmesh.addFace([39, 211, 40, 327, 328, 55], 25)
+    femmesh.addFace([176, 235, 217, 329, 330, 331], 26)
+    femmesh.addFace([87, 248, 212, 332, 333, 334], 27)
+    femmesh.addFace([237, 280, 172, 335, 336, 337], 28)
+    femmesh.addFace([211, 247, 40, 338, 339, 328], 29)
+    femmesh.addFace([209, 279, 269, 340, 341, 342], 30)
+    femmesh.addFace([235, 296, 217, 343, 344, 330], 31)
+    femmesh.addFace([11, 258, 12, 320, 345, 19], 32)
+    femmesh.addFace([16, 259, 17, 346, 323, 24], 33)
+    femmesh.addFace([209, 269, 188, 342, 347, 348], 34)
+    femmesh.addFace([214, 277, 191, 349, 350, 351], 35)
+    femmesh.addFace([214, 301, 277, 352, 353, 349], 36)
+    femmesh.addFace([88, 248, 87, 354, 332, 95], 37)
+    femmesh.addFace([65, 242, 201, 355, 356, 326], 38)
+    femmesh.addFace([180, 255, 204, 357, 358, 359], 39)
+    femmesh.addFace([13, 258, 207, 360, 361, 362], 40)
+    femmesh.addFace([206, 259, 15, 363, 364, 365], 41)
+    femmesh.addFace([200, 246, 227, 366, 367, 368], 42)
+    femmesh.addFace([227, 246, 168, 367, 369, 370], 43)
+    femmesh.addFace([216, 248, 89, 371, 372, 373], 44)
+    femmesh.addFace([177, 225, 208, 374, 375, 376], 45)
+    femmesh.addFace([34, 262, 234, 377, 378, 379], 46)
+    femmesh.addFace([69, 209, 68, 380, 381, 80], 47)
+    femmesh.addFace([172, 279, 237, 382, 383, 337], 48)
+    femmesh.addFace([176, 284, 208, 384, 385, 386], 49)
+    femmesh.addFace([226, 289, 262, 387, 388, 389], 50)
+    femmesh.addFace([204, 243, 180, 390, 391, 359], 51)
+    femmesh.addFace([230, 281, 204, 392, 393, 316], 52)
+    femmesh.addFace([89, 248, 88, 372, 354, 96], 53)
+    femmesh.addFace([180, 243, 205, 391, 394, 395], 54)
+    femmesh.addFace([173, 249, 207, 396, 397, 398], 55)
+    femmesh.addFace([207, 249, 182, 397, 399, 400], 56)
+    femmesh.addFace([60, 214, 3, 401, 402, 71], 57)
+    femmesh.addFace([205, 289, 180, 403, 404, 395], 58)
+    femmesh.addFace([215, 270, 170, 405, 406, 407], 59)
+    femmesh.addFace([204, 255, 174, 358, 408, 317], 60)
+    femmesh.addFace([232, 270, 178, 409, 410, 411], 61)
+    femmesh.addFace([207, 277, 173, 412, 413, 398], 62)
+    femmesh.addFace([222, 232, 178, 414, 411, 415], 63)
+    femmesh.addFace([213, 238, 85, 416, 417, 418], 64)
+    femmesh.addFace([270, 282, 170, 419, 420, 406], 65)
+    femmesh.addFace([184, 247, 211, 421, 338, 422], 66)
+    femmesh.addFace([176, 299, 284, 423, 424, 384], 67)
+    femmesh.addFace([210, 241, 179, 425, 426, 427], 68)
+    femmesh.addFace([234, 262, 194, 378, 428, 429], 69)
+    femmesh.addFace([222, 267, 61, 430, 431, 432], 70)
+    femmesh.addFace([180, 289, 226, 404, 387, 433], 71)
+    femmesh.addFace([41, 218, 42, 434, 435, 57], 72)
+    femmesh.addFace([67, 266, 221, 436, 437, 438], 73)
+    femmesh.addFace([182, 252, 207, 439, 440, 400], 74)
+    femmesh.addFace([212, 223, 183, 441, 442, 443], 75)
+    femmesh.addFace([181, 223, 212, 444, 441, 445], 76)
+    femmesh.addFace([15, 239, 206, 446, 447, 365], 77)
+    femmesh.addFace([62, 222, 61, 448, 432, 73], 78)
+    femmesh.addFace([67, 221, 66, 438, 449, 78], 79)
+    femmesh.addFace([219, 225, 177, 450, 374, 451], 80)
+    femmesh.addFace([38, 283, 244, 452, 453, 454], 81)
+    femmesh.addFace([197, 302, 224, 455, 456, 457], 82)
+    femmesh.addFace([224, 302, 274, 456, 458, 459], 83)
+    femmesh.addFace([269, 279, 172, 341, 382, 460], 84)
+    femmesh.addFace([244, 283, 203, 453, 461, 462], 85)
+    femmesh.addFace([229, 273, 178, 463, 464, 465], 86)
+    femmesh.addFace([198, 280, 237, 466, 335, 467], 87)
+    femmesh.addFace([169, 240, 233, 468, 469, 470], 88)
+    femmesh.addFace([233, 240, 198, 469, 471, 472], 89)
+    femmesh.addFace([12, 258, 13, 345, 360, 20], 90)
+    femmesh.addFace([15, 259, 16, 364, 346, 23], 91)
+    femmesh.addFace([207, 252, 13, 440, 473, 362], 92)
+    femmesh.addFace([206, 239, 182, 447, 474, 475], 93)
+    femmesh.addFace([179, 227, 210, 476, 477, 427], 94)
+    femmesh.addFace([182, 304, 206, 478, 479, 475], 95)
+    femmesh.addFace([228, 285, 31, 480, 481, 482], 96)
+    femmesh.addFace([65, 261, 64, 325, 483, 76], 97)
+    femmesh.addFace([202, 273, 229, 484, 463, 485], 98)
+    femmesh.addFace([208, 284, 177, 385, 486, 376], 99)
+    femmesh.addFace([5, 224, 70, 487, 488, 82], 100)
+    femmesh.addFace([169, 236, 217, 489, 490, 491], 101)
+    femmesh.addFace([217, 236, 184, 490, 492, 493], 102)
+    femmesh.addFace([196, 281, 230, 494, 392, 495], 103)
+    femmesh.addFace([224, 268, 70, 496, 497, 488], 104)
+    femmesh.addFace([214, 287, 3, 498, 499, 402], 105)
+    femmesh.addFace([209, 266, 68, 500, 501, 381], 106)
+    femmesh.addFace([85, 238, 84, 417, 502, 92], 107)
+    femmesh.addFace([188, 266, 209, 503, 500, 348], 108)
+    femmesh.addFace([69, 268, 209, 504, 505, 380], 109)
+    femmesh.addFace([209, 268, 190, 505, 506, 507], 110)
+    femmesh.addFace([189, 267, 222, 508, 430, 509], 111)
+    femmesh.addFace([181, 236, 223, 510, 511, 444], 112)
+    femmesh.addFace([208, 235, 176, 512, 329, 386], 113)
+    femmesh.addFace([181, 307, 236, 513, 514, 510], 114)
+    femmesh.addFace([221, 266, 188, 437, 503, 515], 115)
+    femmesh.addFace([186, 225, 219, 516, 450, 517], 116)
+    femmesh.addFace([168, 313, 225, 518, 519, 520], 117)
+    femmesh.addFace([215, 229, 178, 521, 465, 522], 118)
+    femmesh.addFace([30, 228, 31, 523, 482, 46], 119)
+    femmesh.addFace([213, 295, 183, 524, 525, 526], 120)
+    femmesh.addFace([225, 313, 208, 519, 527, 375], 121)
+    femmesh.addFace([190, 279, 209, 528, 340, 507], 122)
+    femmesh.addFace([218, 276, 42, 529, 530, 435], 123)
+    femmesh.addFace([36, 220, 37, 531, 532, 52], 124)
+    femmesh.addFace([192, 264, 259, 533, 321, 534], 125)
+    femmesh.addFace([258, 263, 191, 319, 535, 536], 126)
+    femmesh.addFace([223, 233, 183, 537, 538, 442], 127)
+    femmesh.addFace([169, 233, 223, 470, 537, 539], 128)
+    femmesh.addFace([231, 253, 187, 540, 541, 542], 129)
+    femmesh.addFace([199, 285, 228, 543, 480, 544], 130)
+    femmesh.addFace([43, 276, 216, 545, 546, 547], 131)
+    femmesh.addFace([212, 245, 87, 548, 549, 334], 132)
+    femmesh.addFace([180, 303, 255, 550, 551, 357], 133)
+    femmesh.addFace([182, 249, 230, 399, 552, 553], 134)
+    femmesh.addFace([230, 249, 196, 552, 554, 495], 135)
+    femmesh.addFace([188, 257, 221, 555, 556, 515], 136)
+    femmesh.addFace([221, 257, 179, 556, 557, 558], 137)
+    femmesh.addFace([253, 275, 187, 559, 560, 541], 138)
+    femmesh.addFace([170, 241, 210, 561, 425, 562], 139)
+    femmesh.addFace([212, 248, 181, 333, 563, 445], 140)
+    femmesh.addFace([62, 232, 222, 564, 414, 448], 141)
+    femmesh.addFace([190, 268, 224, 506, 496, 565], 142)
+    femmesh.addFace([210, 310, 170, 566, 567, 562], 143)
+    femmesh.addFace([175, 302, 213, 568, 569, 570], 144)
+    femmesh.addFace([216, 276, 181, 546, 571, 572], 145)
+    femmesh.addFace([193, 270, 232, 573, 409, 574], 146)
+    femmesh.addFace([214, 267, 189, 575, 508, 576], 147)
+    femmesh.addFace([60, 267, 214, 577, 575, 401], 148)
+    femmesh.addFace([181, 276, 218, 571, 529, 578], 149)
+    femmesh.addFace([241, 312, 179, 579, 580, 426], 150)
+    femmesh.addFace([39, 244, 211, 581, 582, 327], 151)
+    femmesh.addFace([1, 263, 11, 583, 318, 18], 152)
+    femmesh.addFace([26, 263, 1, 584, 583, 27], 153)
+    femmesh.addFace([17, 264, 2, 322, 585, 25], 154)
+    femmesh.addFace([2, 264, 29, 585, 586, 44], 155)
+    femmesh.addFace([211, 291, 184, 587, 588, 422], 156)
+    femmesh.addFace([192, 286, 228, 589, 590, 591], 157)
+    femmesh.addFace([32, 226, 33, 592, 593, 48], 158)
+    femmesh.addFace([181, 248, 216, 563, 371, 572], 159)
+    femmesh.addFace([201, 282, 261, 594, 595, 324], 160)
+    femmesh.addFace([183, 256, 213, 596, 597, 526], 161)
+    femmesh.addFace([213, 256, 175, 597, 598, 570], 162)
+    femmesh.addFace([183, 245, 212, 599, 548, 443], 163)
+    femmesh.addFace([191, 287, 214, 600, 498, 351], 164)
+    femmesh.addFace([262, 289, 194, 388, 601, 428], 165)
+    femmesh.addFace([42, 276, 43, 530, 545, 58], 166)
+    femmesh.addFace([235, 246, 185, 602, 603, 604], 167)
+    femmesh.addFace([195, 293, 220, 605, 606, 607], 168)
+    femmesh.addFace([278, 286, 192, 608, 589, 609], 169)
+    femmesh.addFace([26, 287, 263, 610, 611, 584], 170)
+    femmesh.addFace([63, 232, 62, 612, 564, 74], 171)
+    femmesh.addFace([170, 309, 215, 613, 614, 407], 172)
+    femmesh.addFace([189, 301, 214, 615, 352, 576], 173)
+    femmesh.addFace([220, 293, 177, 606, 616, 617], 174)
+    femmesh.addFace([85, 295, 213, 618, 524, 418], 175)
+    femmesh.addFace([34, 234, 35, 379, 619, 50], 176)
+    femmesh.addFace([185, 280, 240, 620, 621, 622], 177)
+    femmesh.addFace([220, 290, 195, 623, 624, 607], 178)
+    femmesh.addFace([183, 295, 245, 525, 625, 599], 179)
+    femmesh.addFace([284, 299, 203, 424, 626, 627], 180)
+    femmesh.addFace([3, 287, 26, 499, 610, 28], 181)
+    femmesh.addFace([36, 290, 220, 628, 623, 531], 182)
+    femmesh.addFace([217, 296, 169, 344, 629, 491], 183)
+    femmesh.addFace([235, 313, 246, 630, 631, 602], 184)
+    femmesh.addFace([219, 253, 186, 632, 633, 517], 185)
+    femmesh.addFace([171, 253, 219, 634, 632, 635], 186)
+    femmesh.addFace([222, 273, 189, 636, 637, 509], 187)
+    femmesh.addFace([178, 273, 222, 464, 636, 415], 188)
+    femmesh.addFace([14, 239, 15, 638, 446, 22], 189)
+    femmesh.addFace([89, 306, 216, 639, 640, 373], 190)
+    femmesh.addFace([216, 306, 43, 640, 641, 547], 191)
+    femmesh.addFace([251, 280, 185, 642, 620, 643], 192)
+    femmesh.addFace([6, 271, 98, 644, 645, 100], 193)
+    femmesh.addFace([83, 271, 6, 646, 644, 90], 194)
+    femmesh.addFace([41, 247, 218, 647, 648, 434], 195)
+    femmesh.addFace([218, 247, 184, 648, 421, 649], 196)
+    femmesh.addFace([223, 236, 169, 511, 489, 539], 197)
+    femmesh.addFace([225, 250, 168, 650, 651, 520], 198)
+    femmesh.addFace([261, 282, 193, 595, 652, 653], 199)
+    femmesh.addFace([87, 245, 86, 549, 654, 94], 200)
+    femmesh.addFace([239, 252, 182, 655, 439, 474], 201)
+    femmesh.addFace([218, 307, 181, 656, 513, 578], 202)
+    femmesh.addFace([221, 242, 66, 657, 658, 449], 203)
+    femmesh.addFace([184, 291, 217, 588, 659, 493], 204)
+    femmesh.addFace([186, 250, 225, 660, 650, 516], 205)
+    femmesh.addFace([179, 257, 227, 557, 661, 476], 206)
+    femmesh.addFace([178, 270, 215, 410, 405, 522], 207)
+    femmesh.addFace([227, 257, 200, 661, 662, 368], 208)
+    femmesh.addFace([237, 279, 190, 383, 528, 663], 209)
+    femmesh.addFace([32, 285, 226, 664, 665, 592], 210)
+    femmesh.addFace([184, 307, 218, 666, 656, 649], 211)
+    femmesh.addFace([217, 291, 176, 659, 667, 331], 212)
+    femmesh.addFace([213, 302, 238, 569, 668, 416], 213)
+    femmesh.addFace([179, 312, 221, 580, 669, 558], 214)
+    femmesh.addFace([37, 283, 38, 670, 452, 53], 215)
+    femmesh.addFace([33, 262, 34, 671, 377, 49], 216)
+    femmesh.addFace([185, 296, 235, 672, 343, 604], 217)
+    femmesh.addFace([200, 269, 251, 673, 674, 675], 218)
+    femmesh.addFace([219, 308, 171, 676, 677, 635], 219)
+    femmesh.addFace([177, 293, 219, 616, 678, 451], 220)
+    femmesh.addFace([168, 250, 227, 651, 679, 370], 221)
+    femmesh.addFace([227, 250, 210, 679, 680, 477], 222)
+    femmesh.addFace([177, 311, 220, 681, 682, 617], 223)
+    femmesh.addFace([215, 309, 305, 614, 683, 684], 224)
+    femmesh.addFace([305, 309, 187, 683, 685, 686], 225)
+    femmesh.addFace([204, 281, 243, 393, 687, 390], 226)
+    femmesh.addFace([243, 281, 167, 687, 688, 689], 227)
+    femmesh.addFace([220, 283, 37, 690, 670, 532], 228)
+    femmesh.addFace([251, 269, 172, 674, 460, 691], 229)
+    femmesh.addFace([224, 292, 197, 692, 693, 457], 230)
+    femmesh.addFace([5, 292, 224, 694, 692, 487], 231)
+    femmesh.addFace([167, 300, 229, 695, 696, 697], 232)
+    femmesh.addFace([229, 300, 202, 696, 698, 485], 233)
+    femmesh.addFace([66, 242, 65, 658, 355, 77], 234)
+    femmesh.addFace([285, 303, 226, 699, 700, 665], 235)
+    femmesh.addFace([38, 244, 39, 454, 581, 54], 236)
+    femmesh.addFace([230, 304, 182, 701, 478, 553], 237)
+    femmesh.addFace([202, 300, 294, 698, 702, 703], 238)
+    femmesh.addFace([224, 274, 190, 459, 704, 565], 239)
+    femmesh.addFace([169, 296, 240, 629, 705, 468], 240)
+    femmesh.addFace([226, 262, 33, 389, 671, 593], 241)
+    femmesh.addFace([40, 247, 41, 339, 647, 56], 242)
+    femmesh.addFace([241, 282, 201, 706, 594, 707], 243)
+    femmesh.addFace([277, 301, 173, 353, 708, 413], 244)
+    femmesh.addFace([201, 312, 241, 709, 579, 707], 245)
+    femmesh.addFace([193, 282, 270, 652, 419, 573], 246)
+    femmesh.addFace([229, 305, 167, 710, 711, 697], 247)
+    femmesh.addFace([13, 252, 14, 473, 712, 21], 248)
+    femmesh.addFace([211, 299, 291, 713, 714, 587], 249)
+    femmesh.addFace([294, 300, 196, 702, 715, 716], 250)
+    femmesh.addFace([64, 298, 63, 717, 718, 75], 251)
+    femmesh.addFace([170, 310, 231, 567, 719, 720], 252)
+    femmesh.addFace([226, 303, 180, 700, 550, 433], 253)
+    femmesh.addFace([255, 303, 199, 551, 721, 722], 254)
+    femmesh.addFace([265, 275, 205, 723, 724, 725], 255)
+    femmesh.addFace([187, 275, 265, 560, 723, 726], 256)
+    femmesh.addFace([186, 253, 231, 633, 540, 727], 257)
+    femmesh.addFace([200, 251, 246, 675, 728, 366], 258)
+    femmesh.addFace([189, 273, 260, 637, 729, 730], 259)
+    femmesh.addFace([260, 273, 202, 729, 484, 731], 260)
+    femmesh.addFace([68, 266, 67, 501, 436, 79], 261)
+    femmesh.addFace([61, 267, 60, 431, 577, 72], 262)
+    femmesh.addFace([29, 288, 30, 732, 733, 45], 263)
+    femmesh.addFace([198, 314, 233, 734, 735, 472], 264)
+    femmesh.addFace([291, 299, 176, 714, 423, 667], 265)
+    femmesh.addFace([186, 310, 250, 736, 737, 660], 266)
+    femmesh.addFace([250, 310, 210, 737, 566, 680], 267)
+    femmesh.addFace([263, 287, 191, 611, 600, 535], 268)
+    femmesh.addFace([234, 254, 195, 738, 739, 740], 269)
+    femmesh.addFace([70, 268, 69, 497, 504, 81], 270)
+    femmesh.addFace([257, 269, 200, 741, 673, 662], 271)
+    femmesh.addFace([188, 269, 257, 347, 741, 555], 272)
+    femmesh.addFace([233, 256, 183, 742, 596, 538], 273)
+    femmesh.addFace([86, 295, 85, 743, 618, 93], 274)
+    femmesh.addFace([194, 254, 234, 744, 738, 429], 275)
+    femmesh.addFace([30, 288, 228, 733, 745, 523], 276)
+    femmesh.addFace([228, 288, 192, 745, 746, 591], 277)
+    femmesh.addFace([236, 307, 184, 514, 666, 492], 278)
+    femmesh.addFace([234, 290, 35, 747, 748, 619], 279)
+    femmesh.addFace([195, 290, 234, 624, 747, 740], 280)
+    femmesh.addFace([14, 252, 239, 712, 655, 638], 281)
+    femmesh.addFace([228, 286, 199, 590, 749, 544], 282)
+    femmesh.addFace([221, 312, 242, 669, 750, 657], 283)
+    femmesh.addFace([43, 306, 4, 641, 751, 59], 284)
+    femmesh.addFace([4, 306, 89, 751, 639, 97], 285)
+    femmesh.addFace([98, 292, 5, 752, 694, 99], 286)
+    femmesh.addFace([167, 305, 265, 711, 753, 754], 287)
+    femmesh.addFace([246, 251, 185, 728, 643, 603], 288)
+    femmesh.addFace([167, 265, 243, 754, 755, 689], 289)
+    femmesh.addFace([243, 265, 205, 755, 725, 394], 290)
+    femmesh.addFace([31, 285, 32, 481, 664, 47], 291)
+    femmesh.addFace([35, 290, 36, 748, 628, 51], 292)
+    femmesh.addFace([171, 275, 253, 756, 559, 634], 293)
+    femmesh.addFace([272, 275, 171, 757, 756, 758], 294)
+    femmesh.addFace([205, 275, 272, 724, 757, 759], 295)
+    femmesh.addFace([215, 305, 229, 684, 710, 521], 296)
+    femmesh.addFace([202, 294, 260, 703, 760, 731], 297)
+    femmesh.addFace([84, 297, 83, 761, 762, 91], 298)
+    femmesh.addFace([274, 302, 175, 458, 568, 763], 299)
+    femmesh.addFace([233, 314, 256, 735, 764, 742], 300)
+    femmesh.addFace([187, 309, 231, 685, 765, 542], 301)
+    femmesh.addFace([240, 280, 198, 621, 466, 471], 302)
+    femmesh.addFace([237, 274, 175, 766, 763, 767], 303)
+    femmesh.addFace([190, 274, 237, 704, 766, 663], 304)
+    femmesh.addFace([260, 301, 189, 768, 615, 730], 305)
+    femmesh.addFace([174, 286, 278, 769, 608, 770], 306)
+    femmesh.addFace([261, 298, 64, 771, 717, 483], 307)
+    femmesh.addFace([199, 303, 285, 721, 699, 543], 308)
+    femmesh.addFace([63, 298, 232, 718, 772, 612], 309)
+    femmesh.addFace([232, 298, 193, 772, 773, 574], 310)
+    femmesh.addFace([206, 278, 259, 774, 775, 363], 311)
+    femmesh.addFace([259, 278, 192, 775, 609, 534], 312)
+    femmesh.addFace([191, 277, 258, 350, 776, 536], 313)
+    femmesh.addFace([258, 277, 207, 776, 412, 361], 314)
+    femmesh.addFace([174, 304, 230, 777, 701, 315], 315)
+    femmesh.addFace([246, 313, 168, 631, 518, 369], 316)
+    femmesh.addFace([244, 299, 211, 778, 713, 582], 317)
+    femmesh.addFace([255, 286, 174, 779, 769, 408], 318)
+    femmesh.addFace([199, 286, 255, 749, 779, 722], 319)
+    femmesh.addFace([231, 310, 186, 719, 736, 727], 320)
+    femmesh.addFace([231, 309, 170, 765, 613, 720], 321)
+    femmesh.addFace([264, 288, 29, 780, 732, 586], 322)
+    femmesh.addFace([197, 297, 238, 781, 782, 783], 323)
+    femmesh.addFace([170, 282, 241, 420, 706, 561], 324)
+    femmesh.addFace([254, 272, 171, 784, 758, 785], 325)
+    femmesh.addFace([194, 272, 254, 786, 784, 744], 326)
+    femmesh.addFace([272, 289, 205, 787, 403, 759], 327)
+    femmesh.addFace([249, 294, 196, 788, 716, 554], 328)
+    femmesh.addFace([173, 294, 249, 789, 788, 396], 329)
+    femmesh.addFace([240, 296, 185, 705, 672, 622], 330)
+    femmesh.addFace([208, 313, 235, 527, 630, 512], 331)
+    femmesh.addFace([175, 314, 237, 790, 791, 767], 332)
+    femmesh.addFace([237, 314, 198, 791, 734, 467], 333)
+    femmesh.addFace([238, 297, 84, 782, 761, 502], 334)
+    femmesh.addFace([172, 280, 251, 336, 642, 691], 335)
+    femmesh.addFace([238, 302, 197, 668, 455, 783], 336)
+    femmesh.addFace([245, 295, 86, 625, 743, 654], 337)
+    femmesh.addFace([196, 300, 281, 715, 792, 494], 338)
+    femmesh.addFace([203, 299, 244, 626, 778, 462], 339)
+    femmesh.addFace([192, 288, 264, 746, 780, 533], 340)
+    femmesh.addFace([254, 308, 195, 793, 794, 739], 341)
+    femmesh.addFace([271, 292, 98, 795, 752, 645], 342)
+    femmesh.addFace([242, 312, 201, 750, 709, 356], 343)
+    femmesh.addFace([206, 304, 278, 479, 796, 774], 344)
+    femmesh.addFace([278, 304, 174, 796, 777, 770], 345)
+    femmesh.addFace([260, 294, 173, 760, 789, 797], 346)
+    femmesh.addFace([271, 297, 197, 798, 781, 799], 347)
+    femmesh.addFace([193, 298, 261, 773, 771, 653], 348)
+    femmesh.addFace([194, 289, 272, 601, 787, 786], 349)
+    femmesh.addFace([197, 292, 271, 693, 795, 799], 350)
+    femmesh.addFace([173, 301, 260, 708, 768, 797], 351)
+    femmesh.addFace([171, 308, 254, 677, 793, 785], 352)
+    femmesh.addFace([83, 297, 271, 762, 798, 646], 353)
+    femmesh.addFace([256, 314, 175, 764, 790, 598], 354)
+    femmesh.addFace([265, 305, 187, 753, 686, 726], 355)
+    femmesh.addFace([293, 308, 219, 800, 676, 678], 356)
+    femmesh.addFace([195, 308, 293, 794, 800, 605], 357)
+    femmesh.addFace([281, 300, 167, 792, 695, 688], 358)
+    femmesh.addFace([220, 311, 283, 682, 801, 690], 359)
+    femmesh.addFace([283, 311, 203, 801, 802, 461], 360)
+    femmesh.addFace([203, 311, 284, 802, 803, 627], 361)
+    femmesh.addFace([284, 311, 177, 803, 681, 486], 362)
+    femmesh.addFace([121, 808, 120, 814, 815, 128], 363)
+    femmesh.addFace([123, 809, 122, 816, 817, 130], 364)
+    femmesh.addFace([805, 808, 121, 818, 814, 819], 365)
+    femmesh.addFace([120, 808, 804, 815, 820, 821], 366)
+    femmesh.addFace([122, 809, 805, 817, 822, 823], 367)
+    femmesh.addFace([806, 809, 123, 824, 816, 825], 368)
+    femmesh.addFace([806, 807, 106, 826, 827, 828], 369)
+    femmesh.addFace([124, 807, 806, 829, 826, 830], 370)
+    femmesh.addFace([106, 807, 107, 827, 831, 114], 371)
+    femmesh.addFace([125, 807, 124, 832, 829, 132], 372)
+    femmesh.addFace([101, 804, 102, 833, 834, 109], 373)
+    femmesh.addFace([103, 805, 104, 835, 836, 111], 374)
+    femmesh.addFace([105, 806, 106, 837, 828, 113], 375)
+    femmesh.addFace([120, 804, 119, 821, 838, 127], 376)
+    femmesh.addFace([122, 805, 121, 823, 819, 129], 377)
+    femmesh.addFace([124, 806, 123, 830, 825, 131], 378)
+    femmesh.addFace([805, 809, 104, 822, 839, 836], 379)
+    femmesh.addFace([103, 808, 805, 840, 818, 835], 380)
+    femmesh.addFace([105, 809, 806, 841, 824, 837], 381)
+    femmesh.addFace([804, 808, 102, 820, 842, 834], 382)
+    femmesh.addFace([102, 808, 103, 842, 840, 110], 383)
+    femmesh.addFace([104, 809, 105, 839, 841, 112], 384)
+    femmesh.addFace([804, 813, 119, 843, 844, 838], 385)
+    femmesh.addFace([7, 810, 101, 845, 846, 108], 386)
+    femmesh.addFace([116, 810, 7, 847, 845, 117], 387)
+    femmesh.addFace([101, 810, 804, 846, 848, 833], 388)
+    femmesh.addFace([125, 812, 807, 849, 850, 832], 389)
+    femmesh.addFace([807, 811, 107, 851, 852, 831], 390)
+    femmesh.addFace([1, 811, 26, 853, 854, 27], 391)
+    femmesh.addFace([107, 811, 1, 852, 853, 115], 392)
+    femmesh.addFace([810, 813, 804, 855, 843, 848], 393)
+    femmesh.addFace([26, 812, 3, 856, 857, 28], 394)
+    femmesh.addFace([3, 812, 125, 857, 849, 133], 395)
+    femmesh.addFace([8, 813, 116, 858, 859, 118], 396)
+    femmesh.addFace([119, 813, 8, 844, 858, 126], 397)
+    femmesh.addFace([807, 812, 811, 850, 860, 851], 398)
+    femmesh.addFace([116, 813, 810, 859, 855, 847], 399)
+    femmesh.addFace([811, 812, 26, 860, 856, 854], 400)
+    femmesh.addFace([154, 865, 153, 871, 872, 161], 401)
+    femmesh.addFace([156, 866, 155, 873, 874, 163], 402)
+    femmesh.addFace([862, 865, 154, 875, 871, 876], 403)
+    femmesh.addFace([863, 866, 156, 877, 873, 878], 404)
+    femmesh.addFace([153, 865, 861, 872, 879, 880], 405)
+    femmesh.addFace([155, 866, 862, 874, 881, 882], 406)
+    femmesh.addFace([157, 864, 863, 883, 884, 885], 407)
+    femmesh.addFace([863, 864, 139, 884, 886, 887], 408)
+    femmesh.addFace([139, 864, 140, 886, 888, 147], 409)
+    femmesh.addFace([158, 864, 157, 889, 883, 165], 410)
+    femmesh.addFace([134, 861, 135, 890, 891, 142], 411)
+    femmesh.addFace([136, 862, 137, 892, 893, 144], 412)
+    femmesh.addFace([138, 863, 139, 894, 887, 146], 413)
+    femmesh.addFace([153, 861, 152, 880, 895, 160], 414)
+    femmesh.addFace([155, 862, 154, 882, 876, 162], 415)
+    femmesh.addFace([157, 863, 156, 885, 878, 164], 416)
+    femmesh.addFace([862, 866, 137, 881, 896, 893], 417)
+    femmesh.addFace([861, 865, 135, 879, 897, 891], 418)
+    femmesh.addFace([136, 865, 862, 898, 875, 892], 419)
+    femmesh.addFace([138, 866, 863, 899, 877, 894], 420)
+    femmesh.addFace([135, 865, 136, 897, 898, 143], 421)
+    femmesh.addFace([137, 866, 138, 896, 899, 145], 422)
+    femmesh.addFace([861, 870, 152, 900, 901, 895], 423)
+    femmesh.addFace([9, 867, 134, 902, 903, 141], 424)
+    femmesh.addFace([149, 867, 9, 904, 902, 150], 425)
+    femmesh.addFace([134, 867, 861, 903, 905, 890], 426)
+    femmesh.addFace([158, 869, 864, 906, 907, 889], 427)
+    femmesh.addFace([864, 868, 140, 908, 909, 888], 428)
+    femmesh.addFace([5, 868, 98, 910, 911, 99], 429)
+    femmesh.addFace([140, 868, 5, 909, 910, 148], 430)
+    femmesh.addFace([867, 870, 861, 912, 900, 905], 431)
+    femmesh.addFace([98, 869, 6, 913, 914, 100], 432)
+    femmesh.addFace([6, 869, 158, 914, 906, 166], 433)
+    femmesh.addFace([10, 870, 149, 915, 916, 151], 434)
+    femmesh.addFace([152, 870, 10, 901, 915, 159], 435)
+    femmesh.addFace([864, 869, 868, 907, 917, 908], 436)
+    femmesh.addFace([149, 870, 867, 916, 912, 904], 437)
+    femmesh.addFace([868, 869, 98, 917, 913, 911], 438)
+    return True
diff --git a/src/Mod/Fem/femexamples/rc_wall_2d.py b/src/Mod/Fem/femexamples/rc_wall_2d.py
new file mode 100644
index 0000000000..a8d86b8167
--- /dev/null
+++ b/src/Mod/Fem/femexamples/rc_wall_2d.py
@@ -0,0 +1,165 @@
+# ***************************************************************************
+# *   Copyright (c) 2019 Bernd Hahnebach <bernd@bimstatik.org>              *
+# *                                                                         *
+# *   This file is part of the FreeCAD CAx development system.              *
+# *                                                                         *
+# *   This program is free software; you can redistribute it and/or modify  *
+# *   it under the terms of the GNU Lesser General Public License (LGPL)    *
+# *   as published by the Free Software Foundation; either version 2 of     *
+# *   the License, or (at your option) any later version.                   *
+# *   for detail see the LICENCE text file.                                 *
+# *                                                                         *
+# *   FreeCAD is distributed in the hope that it will be useful,            *
+# *   but WITHOUT ANY WARRANTY; without even the implied warranty of        *
+# *   MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the         *
+# *   GNU Library General Public License for more details.                  *
+# *                                                                         *
+# *   You should have received a copy of the GNU Library General Public     *
+# *   License along with FreeCAD; if not, write to the Free Software        *
+# *   Foundation, Inc., 59 Temple Place, Suite 330, Boston, MA  02111-1307  *
+# *   USA                                                                   *
+# *                                                                         *
+# ***************************************************************************
+
+
+import FreeCAD
+import ObjectsFem
+import Fem
+
+mesh_name = 'Mesh'  # needs to be Mesh to work with unit tests
+
+
+def init_doc(doc=None):
+    if doc is None:
+        doc = FreeCAD.newDocument()
+    return doc
+
+
+def setup_rcwall2d(doc=None, solver='ccxtools'):
+    # setup reinfoced wall in 2D
+
+    if doc is None:
+        doc = init_doc()
+
+    # part
+    from FreeCAD import Vector as vec
+    import Part
+    from Part import makeLine as ln
+
+    v1 = vec(0, -2000, 0)
+    v2 = vec(500, -2000, 0)
+    v3 = vec(500, 0, 0)
+    v4 = vec(3500, 0, 0)
+    v5 = vec(3500, -2000, 0)
+    v6 = vec(4000, -2000, 0)
+    v7 = vec(4000, 2000, 0)
+    v8 = vec(0, 2000, 0)
+    l1 = ln(v1, v2)
+    l2 = ln(v2, v3)
+    l3 = ln(v3, v4)
+    l4 = ln(v4, v5)
+    l5 = ln(v5, v6)
+    l6 = ln(v6, v7)
+    l7 = ln(v7, v8)
+    l8 = ln(v8, v1)
+    rcwall = doc.addObject("Part::Feature", "FIB_Wall")
+    rcwall.Shape = Part.Face(Part.Wire([l1, l2, l3, l4, l5, l6, l7, l8]))
+
+    # analysis
+    analysis = ObjectsFem.makeAnalysis(doc, 'Analysis')
+
+    solver
+    # TODO How to pass multiple solver for one analysis in one doc
+    if solver is None:
+        pass  # no solver is added
+    elif solver is 'calculix':
+        solver = analysis.addObject(
+            ObjectsFem.makeSolverCalculix(doc, 'SolverCalculiX')
+        )[0]
+        solver.AnalysisType = 'static'
+        solver.GeometricalNonlinearity = 'linear'
+        solver.ThermoMechSteadyState = False
+        solver.MatrixSolverType = 'default'
+        solver.IterationsControlParameterTimeUse = False
+    elif solver is 'ccxtools':
+        solver = analysis.addObject(
+            ObjectsFem.makeSolverCalculixCcxTools(doc, 'CalculiXccxTools')
+        )[0]
+        solver.AnalysisType = 'static'
+        solver.GeometricalNonlinearity = 'linear'
+        solver.ThermoMechSteadyState = False
+        solver.MatrixSolverType = 'default'
+        solver.IterationsControlParameterTimeUse = False
+        solver.WorkingDir = u''
+
+    # shell thickness
+    thickness = analysis.addObject(
+        ObjectsFem.makeElementGeometry2D(doc, 0, 'ShellThickness')
+    )[0]
+    thickness.Thickness = 150.0
+
+    # material
+    matrixprop = {}
+    matrixprop['Name'] = "Concrete-EN-C35/45"
+    matrixprop['YoungsModulus'] = "32000 MPa"
+    matrixprop['PoissonRatio'] = "0.17"
+    matrixprop['CompressiveStrength'] = "15.75 MPa"
+    # make some hint on the possible angle units in material system
+    matrixprop['AngleOfFriction'] = "30 deg"
+    matrixprop['Density'] = '2500 kg/m^3'
+    reinfoprop = {}
+    reinfoprop['Name'] = "Reinforcement-FIB-B500"
+    reinfoprop['YieldStrength'] = "315 MPa"
+    # not an official FreeCAD material property
+    reinfoprop['ReinforcementRatio'] = "0.0"
+    material_reinforced = analysis.addObject(
+        ObjectsFem.makeMaterialReinforced(doc, 'MaterialReinforced')
+    )[0]
+    material_reinforced.Material = matrixprop
+    material_reinforced.Reinforcement = reinfoprop
+
+    # fixed_constraint
+    fixed_constraint = analysis.addObject(
+        ObjectsFem.makeConstraintFixed(doc, name="ConstraintFixed")
+    )[0]
+    fixed_constraint.References = [(rcwall, "Edge1"), (rcwall, "Edge5")]
+
+    # force constraint
+    force_constraint = doc.Analysis.addObject(
+        ObjectsFem.makeConstraintForce(doc, name="ConstraintForce")
+    )[0]
+    force_constraint.References = [(rcwall, "Edge7")]
+    force_constraint.Force = 1000000.0
+    force_constraint.Direction = (rcwall, ["Edge8"])
+    force_constraint.Reversed = False
+
+    # displacement_constraint
+    displacement_constraint = doc.Analysis.addObject(
+        ObjectsFem.makeConstraintDisplacement(doc, name="ConstraintDisplacmentPrescribed")
+    )[0]
+    displacement_constraint.References = [(rcwall, "Face1")]
+    displacement_constraint.zFix = True
+
+    # mesh
+    from femexamples.meshes.mesh_rc_wall_2d_tria6 import create_nodes, create_elements
+    fem_mesh = Fem.FemMesh()
+    control = create_nodes(fem_mesh)
+    if not control:
+        print('ERROR on creating nodes')
+    control = create_elements(fem_mesh)
+    if not control:
+        print('ERROR on creating elements')
+    femmesh_obj = analysis.addObject(
+        doc.addObject('Fem::FemMeshObject', mesh_name)
+    )[0]
+    femmesh_obj.FemMesh = fem_mesh
+
+    doc.recompute()
+    return doc
+
+
+'''
+from femexamples import rc_wall_2d as rc
+rc.setup_rcwall2d()
+
+'''

From 99bca23ba1a9f0e529fe69a8637e0e359c0dc9bc Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:19 +0200
Subject: [PATCH 09/13] FEM: concrete, rho calculation unit test

---
 src/Mod/Fem/TestFem.py            |  4 ++
 src/Mod/Fem/femtest/testresult.py | 77 +++++++++++++++++++++++++++++++
 2 files changed, 81 insertions(+)

diff --git a/src/Mod/Fem/TestFem.py b/src/Mod/Fem/TestFem.py
index 4a127c4f79..c2412f51f5 100644
--- a/src/Mod/Fem/TestFem.py
+++ b/src/Mod/Fem/TestFem.py
@@ -128,6 +128,7 @@ gf()
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_von_mises"
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_principal_std"
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_stress_principal_reinforced"
+./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_rho"
 ./bin/FreeCADCmd --run-test "femtest.testresult.TestResult.test_disp_abs"
 ./bin/FreeCADCmd --run-test "femtest.testsolverframework.TestSolverFrameWork.test_solver_framework"
 
@@ -220,6 +221,9 @@ unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.t
 import unittest
 unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_stress_principal_reinforced"))
 
+import unittest
+unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_rho"))
+
 import unittest
 unittest.TextTestRunner().run(unittest.TestLoader().loadTestsFromName("femtest.testresult.TestResult.test_disp_abs"))
 
diff --git a/src/Mod/Fem/femtest/testresult.py b/src/Mod/Fem/femtest/testresult.py
index ba3fa8bc63..d03fb24588 100644
--- a/src/Mod/Fem/femtest/testresult.py
+++ b/src/Mod/Fem/femtest/testresult.py
@@ -351,6 +351,83 @@ class TestResult(unittest.TestCase):
             "Calculated principal reinforced stresses are not the expected values."
         )
 
+    # ********************************************************************************************
+    def test_rho(
+        self
+    ):
+        data = (
+            (
+                # Case1: Governing Eq.14
+                (2.000, -2.000, 5.000, 6.000, -4.000, 2.000),
+                (0.02400, 0.00400, 0.01400)
+            ),
+            (
+                # Case2: Governing Eq.10+
+                (-3.000, -7.000, 0.000, 6.000, -4.000, 2.000),
+                (0.00886, 0.00000, 0.00571),
+            ),
+            (
+                # Case3: Governing Eq.5
+                (-1.000, -7.000, 10.000, 0.000, 0.000, 5.000),
+                (0.00000, 0.00000, 0.02714)
+            ),
+            (
+                # Case4: Governing Eq.13
+                (3.000, 0.000, 10.000, 0.000, 5.000, 0.000),
+                (0.01600, 0.00000, 0.03000)
+            ),
+            (
+                # Case5: Governing Eq.11-
+                (10.000, 7.000, -3.000, 3.000, 1.000, -2.000),
+                (0.02533, 0.02133, 0.00000)
+            ),
+            (
+                # Case6: Governing Eq.14
+                (4.000, -7.000, 3.000, 7.000, 0.000, -5.000),
+                (0.02200, 0.01000, 0.01600)
+            ),
+            (
+                # Case7: Governing Eq.14
+                (8.000, -14.000, 6.000, 14.000, 0.000, -10.000),
+                (0.04400, 0.02000, 0.03200)
+            ),
+            (
+                # Case8: Governing Eq.17
+                (1.000, 0.000, 3.000, 10.000, -8.000, 7.000),
+                (0.02486, 0.01750, 0.01720)
+            ),
+            (
+                # Case9: Governing Eq.13
+                (0.000, 0.000, 0.000, 10.000, 8.000, 7.000),
+                (0.03600, 0.03400, 0.03000)
+            ),
+            (
+                # Case10: Governing Eq.13
+                (15.000, 0.000, 0.000, 0.000, 0.000, 0.000),
+                (0.03000, 0.00000, 0.00000)
+            ),
+            (
+                # Case11: Governing Eq.13
+                (0.000, 0.000, 0.000, 5.000, 0.000, 0.000),
+                (0.01000, 0.01000, 0.00000)
+            )
+        )
+
+        from femresult.resulttools import calculate_rho as calrho
+        for i, case in enumerate(data):
+            res = calrho(case[0], 500)
+            rhores = (
+                round(res[0], 5),
+                round(res[1], 5),
+                round(res[2], 5)
+            )
+            # fcc_print('Case{}: {}'.format(i + 1 , rhores))
+            self.assertEqual(
+                rhores, case[1],
+                "Calculated rho are not the expected Case{}."
+                .format(i + 1)
+            )
+
     # ********************************************************************************************
     def test_disp_abs(
         self

From f718c305587ed01b1fbfe6fc395753a5cc5aae6d Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:21 +0200
Subject: [PATCH 10/13] Materials: cards, add concrete matrix and reinforcement
 materials

- safety factor is included in material params
- this is for sure not a material parameter
- but FreeCAD has no safety factor yet
- workaround: directly include them in the material parameter
- structural engineers have a lot of them in limeted state design
---
 .../StandardMaterial/Concrete-EN-C35_45.FCMat | 20 +++++++++++++++++++
 .../Reinforcement-FIB-B500.FCMat              | 15 ++++++++++++++
 2 files changed, 35 insertions(+)
 create mode 100644 src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat
 create mode 100644 src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat

diff --git a/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat b/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat
new file mode 100644
index 0000000000..a50f83a9d7
--- /dev/null
+++ b/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat
@@ -0,0 +1,20 @@
+; Concrete-EN-C35_45
+; (c) 2019 Bernd Hahnebach (CC-BY 3.0)
+; information about the content of such cards can be found on the wiki:
+; https://www.freecadweb.org/wiki/Material
+
+
+[General]
+Name = Concrete-EN-C35/45
+Description = Concrete matrix for reinforcement material examples, 0.6 x 0.75 x 35 MPa = 15.75 MPa (https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=200#p311075)
+Father = Aggregate
+
+[Mechanical]
+AngleOfFriction = 30 deg
+CompressiveStrength = 15.75 MPa
+Density = 2500 kg/m^3
+PoissonRatio = 0.17
+YoungsModulus = 32000 MPa
+
+[Cost]
+ProductURL = https://en.wikipedia.org/wiki/Concrete
diff --git a/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat b/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat
new file mode 100644
index 0000000000..6c9c913cfb
--- /dev/null
+++ b/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat
@@ -0,0 +1,15 @@
+; Reinforcement-FIB-B500
+; (c) 2019 Bernd Hahnebach (CC-BY 3.0)
+; information about the content of such cards can be found on the wiki:
+; https://www.freecadweb.org/wiki/Material
+
+
+[General]
+Name = Reinforcement-Harry
+Description = Reinforcement inside concrete for reinforcement material examples, from fib examples, 0.84 x 0.75 x 500 MPa = 315 MPa (https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=200#p311705)
+
+[Mechanical]
+Density = 7850 kg/m^3
+PoissonRatio = 0.3
+YieldStrength = 315 MPa
+YoungsModulus = 210000 MPa

From a95f2d615348a937d17b4ffed2c6e353dd8a8bf3 Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:23 +0200
Subject: [PATCH 11/13] Materials: cards, recreate new cards and update csv and
 ods

---
 .../StandardMaterial/Concrete-EN-C35_45.FCMat |   2 +-
 .../Reinforcement-FIB-B500.FCMat              |   2 +-
 .../StandardMaterial/Tools/Materials.csv      |   2 ++
 .../StandardMaterial/Tools/Materials.ods      | Bin 24169 -> 24814 bytes
 4 files changed, 4 insertions(+), 2 deletions(-)

diff --git a/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat b/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat
index a50f83a9d7..deede90fe5 100644
--- a/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat
+++ b/src/Mod/Material/StandardMaterial/Concrete-EN-C35_45.FCMat
@@ -2,7 +2,7 @@
 ; (c) 2019 Bernd Hahnebach (CC-BY 3.0)
 ; information about the content of such cards can be found on the wiki:
 ; https://www.freecadweb.org/wiki/Material
-
+; file created by FreeCAD 0.19.16886 (Git)
 
 [General]
 Name = Concrete-EN-C35/45
diff --git a/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat b/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat
index 6c9c913cfb..7898ffbf46 100644
--- a/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat
+++ b/src/Mod/Material/StandardMaterial/Reinforcement-FIB-B500.FCMat
@@ -2,7 +2,7 @@
 ; (c) 2019 Bernd Hahnebach (CC-BY 3.0)
 ; information about the content of such cards can be found on the wiki:
 ; https://www.freecadweb.org/wiki/Material
-
+; file created by FreeCAD 0.19.16886 (Git)
 
 [General]
 Name = Reinforcement-Harry
diff --git a/src/Mod/Material/StandardMaterial/Tools/Materials.csv b/src/Mod/Material/StandardMaterial/Tools/Materials.csv
index 944f2de6ce..0d99b073d1 100644
--- a/src/Mod/Material/StandardMaterial/Tools/Materials.csv
+++ b/src/Mod/Material/StandardMaterial/Tools/Materials.csv
@@ -6,6 +6,7 @@ AlMgSi1F31|AlMgSi1F31|AlMgSi1F31|||||Metal|Aluminium|Aluminium|3.2315.72|DIN 172
 Aluminum-6061-T6|Aluminum 6061-T6|||Precipitation-hardened, Nonferrous Aluminum alloy|||Metal|Aluminium|Aluminium||||||||2700 kg/m^3||0.33|||310 MPa||69000 MPa||167 W/m/K|||||||||||||||||||||||||https://en.wikipedia.org/wiki/6061_aluminium_alloy||
 AlZn4-5Mg1F35|AlZn4,5Mg1F35|AlZn4,5Mg1F35|||||Metal|Aluminium|Aluminium|3.4335.71|DIN 1725||||||2700 kg/m^3||0.3|27000 MPa|10|350 MPa|290 MPa|70000 MPa|||0.000023 m/m/K||||||||||||||||||||||||||
 CalculiX-Steel|CalculiX-Steel|||Standard steel material for CalculiX sample calculations|||Metal||||||||||7900 kg/m^3||0.3|||||210000 MPa|590 J/kg/K|43 W/m/K|0.000012 m/m/K||||||||||||||||||||||||||
+Concrete-EN-C35_45|Concrete-EN-C35/45|||Concrete matrix for reinforcement material examples, 0.6 x 0.75 x 35 MPa = 15.75 MPa (https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=200#p311075)|||Aggregate||||||||30 deg|15.75 MPa|2500 kg/m^3||0.17|||||32000 MPa|||||||||||||||||||||||||||https://en.wikipedia.org/wiki/Concrete||
 Concrete-Generic|Concrete|||A standard C-25 construction concrete|||Aggregate|||||||Masterformat 03 33 13||25 MPa|2400 kg/m^3||0.17|||||32000 MPa|||||||||||||||||||||||||||https://en.wikipedia.org/wiki/Concrete||
 Glass-E-GlassFibre|Glass-E|||Glass Fibre|||Glass|||||||||1080 MPa|2580 kg/m^3|||||3445 MPa|||||||||||||||||||||||||||||https://en.wikipedia.org/wiki/Glass_fiber||
 Glass-Generic|Glass|||Generic soda-lime glass|Normalglas|Szkło sodowe|Glass||||||||||2520 kg/m^3||0.22|||||72000 MPa|||0.000009 m/m/K||||||||||||||||||||||||https://en.wikipedia.org/wiki/Soda-lime_glass||
@@ -17,6 +18,7 @@ PLA-Generic|PLA|||Polylactic acid or polylactide (PLA, Poly) is a biodegradable
 PP-Generic|Polypropylene||||||||||||http://www.matweb.com/search/DataSheet.aspx?MatGUID=a882a1c603374e278d062f106dfda95b|||10 MPa|916 kg/m^3||0.44|||79.7 MPa|32.8 MPa|1470 MPa|1920 J/kg/K|0.249 W/m/K|0.000123 m/m/K||||||||||||||||||||||||https://en.wikipedia.org/wiki/Polypropylene||
 PTFE-Generic|PTFE||||||||||||http://www.matweb.com/search/datasheet.aspx?MatGUID=4d14eac958e5401a8fd152e1261b6843|||10.2 MPa|2070 kg/m^3||0.46|||34.6 MPa|20.5 MPa|564 MPa|1010 J/kg/K|0.263 W/m/K|0.000108 m/m/K||||||||||||||||||||||||https://en.wikipedia.org/wiki/Polytetrafluoroethylene||
 PVC-Generic|PVC||||||||||||http://www.matweb.com/search/DataSheet.aspx?MatGUID=1f650966ec834bb8833dd4c6e3116079||||1380 kg/m^3||0.38|||50 MPa||2800 MPa|1000 J/kg/K|0.150 W/m/K|0.000075 m/m/K||||||||||||||||||||||||https://en.wikipedia.org/wiki/Polyvinyl_chloride||
+Reinforcement-FIB-B500|Reinforcement-Harry|||Reinforcement inside concrete for reinforcement material examples, from fib examples, 0.84 x 0.75 x 500 MPa = 315 MPa (https://forum.freecadweb.org/viewtopic.php?f=18&t=33106&start=200#p311705)|||||||||||||7850 kg/m^3||0.3||||315 MPa|210000 MPa|||||||||||||||||||||||||||||
 Steel-15CrNi6|15CrNi6|||High-strength carbon steel|höchste Beanspruchung, Achsen, Wellen, Ritzel, Nocken, Kegelräder|Wysokowytrzymała stal węglowa|Metal|Case-hardened steel|Einsatzstahl|1.5919|EN 10084||||||7800 kg/m^3||0.3|81000 MPa|9|1000 MPa|680 MPa|210000 MPa|||0.000011 m/m/K||||||||||||||||||||||||||
 Steel-17CrNiMo6|17CrNiMo6|17CrNiMo6|||höchste Beanspruchung, Wellen, Zahnräder||Metal|Case-hardened steel|Einsatzstahl|1.6587|EN 10084||||||7800 kg/m^3||0.3|81000 MPa|8|1150 MPa|830 MPa|210000 MPa|||0.000011 m/m/K||||||||||||||||||||||||||
 Steel-1C22|1C22|C22||Case hardened alloy steel|kleiner Vergütungsdurchmesser, gut schweißbar|Stal stopowa do nawęglania|Metal|Heat-treatable steel|Vergütungsstahl|1.0402|EN 10083-1||||||7800 kg/m^3||0.3|81000 MPa|27|400 MPa|230 MPa|210000 MPa|||0.000011 m/m/K||||||||||||||||||||||||||
diff --git a/src/Mod/Material/StandardMaterial/Tools/Materials.ods b/src/Mod/Material/StandardMaterial/Tools/Materials.ods
index df9f0fa9b4b22dbcda206684be24ce4c73d7d43a..3972e8edd10cb4684791d3fbc2c7a264b6401351 100644
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From 55fc22b4b890fdf63e6abf9291a80cf44059ca3d Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:25 +0200
Subject: [PATCH 12/13] FEM: concrete, add task panel to select matrix and
 reinforcement material

---
 src/Mod/Fem/Gui/CMakeLists.txt                |   1 +
 .../Gui/Resources/ui/MaterialReinforcement.ui | 183 ++++++++
 .../_ViewProviderFemMaterialReinforced.py     | 417 +++++++++++++++++-
 3 files changed, 598 insertions(+), 3 deletions(-)
 create mode 100755 src/Mod/Fem/Gui/Resources/ui/MaterialReinforcement.ui

diff --git a/src/Mod/Fem/Gui/CMakeLists.txt b/src/Mod/Fem/Gui/CMakeLists.txt
index e9076d55ee..722b5b287c 100755
--- a/src/Mod/Fem/Gui/CMakeLists.txt
+++ b/src/Mod/Fem/Gui/CMakeLists.txt
@@ -401,6 +401,7 @@ SET(FemGuiPythonUI_SRCS
     Resources/ui/FlowVelocity.ui
     Resources/ui/InitialFlowVelocity.ui
     Resources/ui/Material.ui
+    Resources/ui/MaterialReinforcement.ui
     Resources/ui/MeshBoundaryLayer.ui
     Resources/ui/MeshGmsh.ui
     Resources/ui/MeshGroup.ui
diff --git a/src/Mod/Fem/Gui/Resources/ui/MaterialReinforcement.ui b/src/Mod/Fem/Gui/Resources/ui/MaterialReinforcement.ui
new file mode 100755
index 0000000000..67fa6f6ec1
--- /dev/null
+++ b/src/Mod/Fem/Gui/Resources/ui/MaterialReinforcement.ui
@@ -0,0 +1,183 @@
+<?xml version="1.0" encoding="UTF-8"?>
+<ui version="4.0">
+ <class>FemMaterial</class>
+ <widget class="QWidget" name="FemMaterial">
+  <property name="geometry">
+   <rect>
+    <x>0</x>
+    <y>0</y>
+    <width>396</width>
+    <height>448</height>
+   </rect>
+  </property>
+  <property name="windowTitle">
+   <string>FEM material</string>
+  </property>
+  <property name="layoutDirection">
+   <enum>Qt::LeftToRight</enum>
+  </property>
+  <layout class="QVBoxLayout" name="verticalLayout">
+   <item>
+    <widget class="QGroupBox" name="groupBox_desc">
+     <property name="maximumSize">
+      <size>
+       <width>16777215</width>
+       <height>1677215</height>
+      </size>
+     </property>
+     <property name="title">
+      <string>Matrix Material</string>
+     </property>
+     <layout class="QVBoxLayout" name="verticalLayout_5">
+      <item>
+       <layout class="QGridLayout" name="gridLayout_2">
+        <item row="1" column="1">
+         <widget class="QComboBox" name="cb_materials_m">
+          <item>
+           <property name="text">
+            <string>Choose</string>
+           </property>
+          </item>
+         </widget>
+        </item>
+        <item row="1" column="0">
+         <widget class="QLabel" name="label_2">
+          <property name="text">
+           <string>Material</string>
+          </property>
+         </widget>
+        </item>
+        <item row="3" column="0">
+         <widget class="QLabel" name="label_3">
+          <property name="text">
+           <string>Name</string>
+          </property>
+         </widget>
+        </item>
+        <item row="3" column="1">
+         <widget class="QLabel" name="l_name_m">
+          <property name="text">
+           <string>TextLabel</string>
+          </property>
+         </widget>
+        </item>
+        <item row="2" column="1">
+         <widget class="QPushButton" name="pb_edit_m">
+          <property name="text">
+           <string>Edit</string>
+          </property>
+         </widget>
+        </item>
+        <item row="2" column="0">
+         <widget class="QLabel" name="label_4">
+          <property name="text">
+           <string>Properties</string>
+          </property>
+         </widget>
+        </item>
+       </layout>
+      </item>
+      <item>
+       <widget class="QLabel" name="l_description_m">
+        <property name="text">
+         <string>Description</string>
+        </property>
+        <property name="wordWrap">
+         <bool>true</bool>
+        </property>
+       </widget>
+      </item>
+     </layout>
+    </widget>
+   </item>
+   <item>
+    <widget class="QGroupBox" name="groupBox_desc_2">
+     <property name="maximumSize">
+      <size>
+       <width>16777215</width>
+       <height>1677215</height>
+      </size>
+     </property>
+     <property name="title">
+      <string>Reinforcement Material</string>
+     </property>
+     <layout class="QVBoxLayout" name="verticalLayout_6">
+      <item>
+       <layout class="QGridLayout" name="gridLayout_3">
+        <item row="1" column="1">
+         <widget class="QComboBox" name="cb_materials_r">
+          <item>
+           <property name="text">
+            <string>Choose</string>
+           </property>
+          </item>
+         </widget>
+        </item>
+        <item row="1" column="0">
+         <widget class="QLabel" name="label_6">
+          <property name="text">
+           <string>Material</string>
+          </property>
+         </widget>
+        </item>
+        <item row="3" column="0">
+         <widget class="QLabel" name="label_7">
+          <property name="text">
+           <string>Name</string>
+          </property>
+         </widget>
+        </item>
+        <item row="3" column="1">
+         <widget class="QLabel" name="l_name_r">
+          <property name="text">
+           <string>TextLabel</string>
+          </property>
+         </widget>
+        </item>
+        <item row="2" column="1">
+         <widget class="QPushButton" name="pb_edit_r">
+          <property name="text">
+           <string>Edit</string>
+          </property>
+         </widget>
+        </item>
+        <item row="2" column="0">
+         <widget class="QLabel" name="label_8">
+          <property name="text">
+           <string>Properties</string>
+          </property>
+         </widget>
+        </item>
+       </layout>
+      </item>
+      <item>
+       <widget class="QLabel" name="l_description_r">
+        <property name="text">
+         <string>Description</string>
+        </property>
+        <property name="wordWrap">
+         <bool>true</bool>
+        </property>
+       </widget>
+      </item>
+     </layout>
+    </widget>
+   </item>
+   <item>
+    <spacer name="verticalSpacer_2">
+     <property name="orientation">
+      <enum>Qt::Vertical</enum>
+     </property>
+     <property name="sizeHint" stdset="0">
+      <size>
+       <width>20</width>
+       <height>40</height>
+      </size>
+     </property>
+    </spacer>
+   </item>
+  </layout>
+ </widget>
+ <resources/>
+ <connections/>
+</ui>
diff --git a/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py b/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
index 0a5c89f602..c3b40fd86d 100644
--- a/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
+++ b/src/Mod/Fem/femguiobjects/_ViewProviderFemMaterialReinforced.py
@@ -33,6 +33,15 @@ import FemGui  # needed to display the icons in TreeView
 False if False else FemGui.__name__  # flake8, dummy FemGui usage, returns 'FemGui'
 
 
+# task panel
+# from . import FemSelectionWidgets
+from PySide import QtCore
+from PySide import QtGui
+import sys
+if sys.version_info.major >= 3:
+    unicode = str
+
+
 class _ViewProviderFemMaterialReinforced:
     "A View Provider for the FemMaterialReinfocement object"
     def __init__(self, vobj):
@@ -58,9 +67,19 @@ class _ViewProviderFemMaterialReinforced:
         return
 
     def setEdit(self, vobj, mode=0):
-        # avoid edit mode by return False
-        # https://forum.freecadweb.org/viewtopic.php?t=12139&start=10#p161062
-        return False
+        # hide all meshes
+        for o in FreeCAD.ActiveDocument.Objects:
+            if o.isDerivedFrom("Fem::FemMeshObject"):
+                o.ViewObject.hide()
+        # hide all meshes
+        for o in FreeCAD.ActiveDocument.Objects:
+            if o.isDerivedFrom("Fem::FemMeshObject"):
+                o.ViewObject.hide()
+        # show task panel
+        taskd = _TaskPanelFemMaterialReinforced(self.Object)
+        taskd.obj = vobj.Object
+        FreeCADGui.Control.showDialog(taskd)
+        return True
 
     def unsetEdit(self, vobj, mode=0):
         FreeCADGui.Control.closeDialog()
@@ -87,3 +106,395 @@ class _ViewProviderFemMaterialReinforced:
 
     def __setstate__(self, state):
         return None
+
+
+class _TaskPanelFemMaterialReinforced:
+    '''The editmode TaskPanel for FemMaterialReinforced objects'''
+
+    if sys.version_info.major >= 3:
+        unicode = str
+
+    def __init__(self, obj):
+
+        FreeCAD.Console.PrintMessage('\n')  # empty line on start task panel
+        self.obj = obj
+
+        # init matrix and reinforcement material
+        self.material_m = self.obj.Material
+        self.card_path_m = ''
+        self.has_transient_mat_m = False
+        self.material_r = self.obj.Reinforcement
+        self.card_path_r = ''
+        self.has_transient_mat_r = False
+        # mat_card is the FCMat file
+        # card_name is the file name of the mat_card
+        # card_path is the whole file path of the mat_card
+        # material_name is the value of the key name in FreeCAD material dictionary
+        # they might not match because of special letters in the material_name which are
+        # changed in the card_name to english standard characters
+
+        # init for collecting all mat data and icons
+        self.materials = {}  # { card_path : FreeCAD material dict }
+        self.cards = {}  # { card_path : card_names, ... }
+        self.icons = {}  # { card_path : icon_path }
+
+        # parameter widget
+        self.parameterWidget = FreeCADGui.PySideUic.loadUi(
+            FreeCAD.getHomePath() + "Mod/Fem/Resources/ui/MaterialReinforcement.ui"
+        )
+
+        # globals
+        QtCore.QObject.connect(
+            self.parameterWidget.cb_materials_m,
+            QtCore.SIGNAL("activated(int)"),
+            self.choose_material_m
+        )
+        QtCore.QObject.connect(
+            self.parameterWidget.pb_edit_m,
+            QtCore.SIGNAL("clicked()"),
+            self.edit_material_m
+        )
+        QtCore.QObject.connect(
+            self.parameterWidget.cb_materials_r,
+            QtCore.SIGNAL("activated(int)"),
+            self.choose_material_r
+        )
+        QtCore.QObject.connect(
+            self.parameterWidget.pb_edit_r,
+            QtCore.SIGNAL("clicked()"),
+            self.edit_material_r
+        )
+
+        # get all available materials (fill self.materials, self.cards and self.icons)
+        from materialtools.cardutils import import_materials as getmats
+        self.materials, self.cards, self.icons = getmats()
+        # fill the material comboboxes with material cards
+        self.add_cards_to_combo_boxes()
+
+        # search for exact the mat_card_m and mat_card_r in all known cards
+        # choose the current matrix material
+        self.card_path_m = self.get_material_card(self.material_m)
+        FreeCAD.Console.PrintLog('card_path: {}'.format(self.card_path_m))
+        if not self.card_path_m:
+            # we have not found our material in self.materials dict :-(
+            # we're going to add a user-defined temporary material: a document material
+            FreeCAD.Console.PrintMessage(
+                "Previously used material card cannot be found in material directories. "
+                "Add document material.\n"
+            )
+            self.card_path_m = '_Document_Matrix_Material'
+            self.materials[self.card_path_m] = self.material_m
+            self.parameterWidget.cb_materials_m.addItem(
+                QtGui.QIcon(":/icons/help-browser.svg"),
+                self.card_path_m,
+                self.card_path_m
+            )
+            index = self.parameterWidget.cb_materials_m.findData(self.card_path_m)
+            # print(index)
+            # fill input fields and set the current material in the cb widget
+            self.choose_material_m(index)
+        else:
+            # we found our exact material in self.materials dict :-)
+            FreeCAD.Console.PrintLog(
+                "Previously used material card was found in material directories. "
+                "We will use this material.\n"
+            )
+            index = self.parameterWidget.cb_materials_m.findData(self.card_path_m)
+            # set the current material in the cb widget
+            self.choose_material_m(index)
+
+        # choose the current reinforcement material
+        self.card_path_r = self.get_material_card(self.material_r)
+        FreeCAD.Console.PrintLog('card_path: {}'.format(self.card_path_r))
+        if not self.card_path_r:
+            # we have not found our material in self.materials dict :-(
+            # we're going to add a user-defined temporary material: a document material
+            FreeCAD.Console.PrintMessage(
+                "Previously used material card cannot be found in material directories. "
+                "Add document material.\n"
+            )
+            self.card_path_r = '_Document_Reinforcement_Material'
+            self.materials[self.card_path_r] = self.material_r
+            self.parameterWidget.cb_materials_r.addItem(
+                QtGui.QIcon(":/icons/help-browser.svg"),
+                self.card_path_r,
+                self.card_path_r
+            )
+            index = self.parameterWidget.cb_materials_r.findData(self.card_path_r)
+            # set the current material in the cb widget
+            self.choose_material_r(index)
+        else:
+            # we found our exact material in self.materials dict :-)
+            FreeCAD.Console.PrintLog(
+                "Previously used material card was found in material directories. "
+                "We will use this material.\n"
+            )
+            index = self.parameterWidget.cb_materials_r.findData(self.card_path_r)
+            # print(index)
+            # fill input fields and set the current material in the cb widget
+            self.choose_material_r(index)
+
+        # set up the form
+        self.form = self.parameterWidget
+
+    # leave task panel ***************************************************************************
+    def accept(self):
+        from materialtools.cardutils import check_mat_units as checkunits
+        if checkunits(self.material_m) is True and checkunits(self.material_r) is True:
+            self.obj.Material = self.material_m
+            self.obj.Reinforcement = self.material_r
+        else:
+            error_message = (
+                'Due to some wrong material quantity units in the changed '
+                'material data, the task panel changes where not accepted.\n'
+            )
+            FreeCAD.Console.PrintError(error_message)
+            QtGui.QMessageBox.critical(None, "Material data not changed", error_message)
+        self.recompute_and_set_back_all()
+        return True
+
+    def reject(self):
+        self.recompute_and_set_back_all()
+        return True
+
+    def recompute_and_set_back_all(self):
+        guidoc = FreeCADGui.getDocument(self.obj.Document)
+        guidoc.Document.recompute()
+        guidoc.resetEdit()
+        self.output_obj_mat_param()
+
+    def output_obj_mat_param(self):
+        self.print_mat_dict(self.obj.Material)
+        self.print_mat_dict(self.obj.Reinforcement)
+        print('\n')
+
+    def print_mat_dict(self, mat_dict):
+        if 'Name' in mat_dict:
+            print('Material: {}'.format(mat_dict['Name']))
+        else:
+            print('Matrix material: no Name')
+        for key in mat_dict:
+            print('    {}: {}'.format(key, mat_dict[key]))
+
+    # choose material card ***********************************************************************
+    def get_material_card(self, material):
+        for a_mat in self.materials:
+            unmatched_items = set(self.materials[a_mat].items()) ^ set(material.items())
+            # print(a_mat + '  -->  unmatched_items = ' + str(len(unmatched_items)))
+            if len(unmatched_items) < 4:
+                FreeCAD.Console.PrintLog('{}\n'.format(unmatched_items))
+            if len(unmatched_items) == 0:
+                return a_mat
+        return ""
+
+    def choose_material_m(self, index):
+        if index < 0:
+            return
+        # get the whole card path
+        self.card_path_m = self.parameterWidget.cb_materials_m.itemData(index)
+        FreeCAD.Console.PrintMessage(
+            'choose_material in FEM material task panel:\n'
+            '    {}\n'.format(self.card_path_m)
+        )
+        self.material_m = self.materials[self.card_path_m]
+        self.parameterWidget.cb_materials_m.setCurrentIndex(index)
+        gen_mat_desc = ""
+        gen_mat_name = ""
+        if 'Description' in self.material_m:
+            gen_mat_desc = self.material_m['Description']
+        if 'Name' in self.material_m:
+            gen_mat_name = self.material_m['Name']
+        self.parameterWidget.l_description_m.setText(gen_mat_desc)
+        self.parameterWidget.l_name_m.setText(gen_mat_name)
+
+    def choose_material_r(self, index):
+        if index < 0:
+            return
+        # get the whole card path
+        self.card_path_r = self.parameterWidget.cb_materials_r.itemData(index)
+        FreeCAD.Console.PrintMessage(
+            'choose_material in FEM material task panel:\n'
+            '    {}\n'.format(self.card_path_r)
+        )
+        self.material_r = self.materials[self.card_path_r]
+        self.parameterWidget.cb_materials_r.setCurrentIndex(index)
+        gen_mat_desc = ""
+        gen_mat_name = ""
+        if 'Description' in self.material_r:
+            gen_mat_desc = self.material_r['Description']
+        if 'Name' in self.material_r:
+            gen_mat_name = self.material_r['Name']
+        self.parameterWidget.l_description_r.setText(gen_mat_desc)
+        self.parameterWidget.l_name_r.setText(gen_mat_name)
+
+    # transient material is needed if the user changed mat parameter by the mat editor
+    def set_transient_material_m(self):
+        self.card_path_m = '_Transient_Matrix_Material'
+        self.materials[self.card_path_m] = self.material_m  # = the current matrix mat dict
+        index = self.parameterWidget.cb_materials_m.findData(self.card_path_m)
+        self.choose_material_m(index)
+
+    def add_transient_material_m(self):
+        self.has_transient_mat_m = True
+        self.card_path_m = '_Transient_Matrix_Material'
+        self.parameterWidget.cb_materials_m.addItem(
+            QtGui.QIcon(":/icons/help-browser.svg"),
+            self.card_path_m,
+            self.card_path_m
+        )
+        self.set_transient_material_m()
+
+    def set_transient_material_r(self):
+        self.card_path_r = '_Transient_Reinforcement_Material'
+        self.materials[self.card_path_r] = self.material_r  # = the current reinforced mat dict
+        index = self.parameterWidget.cb_materials_r.findData(self.card_path_r)
+        self.choose_material_r(index)
+
+    def add_transient_material_r(self):
+        self.has_transient_mat_r = True
+        self.card_path_r = '_Transient_Reinforcement_Material'
+        self.parameterWidget.cb_materials_r.addItem(
+            QtGui.QIcon(":/icons/help-browser.svg"),
+            self.card_path_r,
+            self.card_path_r
+        )
+        self.set_transient_material_r()
+
+    # edit material parameter ********************************************************************
+    # TODO, also all mat parameter checks should be moved to material editor
+    # and mat parameter checks should be done on analysis precheck in according to the analysis
+    # should be checked if all needed parameter are defined and have all right values and units
+    def edit_material_m(self):
+        # opens the material editor to choose a material or edit material params
+        import MaterialEditor
+        if self.card_path_m not in self.cards:
+            FreeCAD.Console.PrintLog(
+                'Card path not in cards, material dict will be used to open Material Editor.\n'
+            )
+            new_material_params = MaterialEditor.editMaterial(material=self.material_m)
+        else:
+            new_material_params = MaterialEditor.editMaterial(card_path=self.card_path_m)
+        # material editor returns the mat_dict only, not a card_path
+        # if the material editor was canceled a empty dict will be returned
+        # do not change the self.material
+        # check if dict is not empty (do not use 'is True')
+        if new_material_params:
+            # check material quantity units
+            from materialtools.cardutils import check_mat_units as checkunits
+            if checkunits(new_material_params) is True:
+                self.material_m = new_material_params
+                self.card_path_m = self.get_material_card(self.material_m)
+                FreeCAD.Console.PrintMessage('card_path: {}\n'.format(self.card_path_m))
+                if not self.card_path_m:
+                    FreeCAD.Console.PrintMessage(
+                        "Material card chosen by the material editor "
+                        "was not found in material directories.\n"
+                        "Either the card does not exist or some material "
+                        "parameter where changed in material editor.\n"
+                    )
+                    if self.has_transient_mat_m is False:
+                        self.add_transient_material_m()
+                    else:
+                        self.set_transient_material_m()
+                else:
+                    # we found our exact material in self.materials dict :-)
+                    FreeCAD.Console.PrintLog(
+                        "Material card chosen by the material editor "
+                        "was found in material directories. "
+                        "The found material card will be used.\n"
+                    )
+                    index = self.parameterWidget.cb_materials_m.findData(self.card_path_m)
+                    # print(index)
+                    # set the current material in the cb widget
+                self.choose_material_m(index)
+            else:
+                error_message = (
+                    'Due to some wrong material quantity units in data passed '
+                    'by the material editor, the material data was not changed.\n'
+                )
+                FreeCAD.Console.PrintError(error_message)
+                QtGui.QMessageBox.critical(None, "Material data not changed", error_message)
+        else:
+            FreeCAD.Console.PrintMessage('No changes where made by the material editor.\n')
+
+    def edit_material_r(self):
+        # opens the material editor to choose a material or edit material params
+        import MaterialEditor
+        if self.card_path_r not in self.cards:
+            FreeCAD.Console.PrintLog(
+                'Card path not in cards, material dict will be used to open Material Editor.\n'
+            )
+            new_material_params = MaterialEditor.editMaterial(material=self.material_r)
+        else:
+            new_material_params = MaterialEditor.editMaterial(card_path=self.card_path_r)
+        # material editor returns the mat_dict only, not a card_path
+        # if the material editor was canceled a empty dict will be returned
+        # do not change the self.material
+        # check if dict is not empty (do not use 'is True')
+        if new_material_params:
+            # check material quantity units
+            from materialtools.cardutils import check_mat_units as checkunits
+            if checkunits(new_material_params) is True:
+                self.material_r = new_material_params
+                self.card_path_r = self.get_material_card(self.material_r)
+                FreeCAD.Console.PrintMessage('card_path: {}\n'.format(self.card_path_r))
+                if not self.card_path_r:
+                    FreeCAD.Console.PrintMessage(
+                        "Material card chosen by the material editor "
+                        "was not found in material directories.\n"
+                        "Either the card does not exist or some material "
+                        "parameter where changed in material editor.\n"
+                    )
+                    if self.has_transient_mat_r is False:
+                        self.add_transient_material_r()
+                    else:
+                        self.set_transient_material_r()
+                else:
+                    # we found our exact material in self.materials dict :-)
+                    FreeCAD.Console.PrintLog(
+                        "Material card chosen by the material editor "
+                        "was found in material directories. "
+                        "The found material card will be used.\n"
+                    )
+                    index = self.parameterWidget.cb_materials_r.findData(self.card_path_r)
+                    # print(index)
+                    # set the current material in the cb widget
+                self.choose_material_r(index)
+            else:
+                error_message = (
+                    'Due to some wrong material quantity units in data passed '
+                    'by the material editor, the material data was not changed.\n'
+                )
+                FreeCAD.Console.PrintError(error_message)
+                QtGui.QMessageBox.critical(None, "Material data not changed", error_message)
+        else:
+            FreeCAD.Console.PrintMessage('No changes where made by the material editor.\n')
+
+    # fill the combo box with cards **************************************************************
+    def add_cards_to_combo_boxes(self):
+        # fill comboboxes, in combo box the card name is used not the material name
+        self.parameterWidget.cb_materials_m.clear()
+        self.parameterWidget.cb_materials_r.clear()
+
+        mat_prefs = FreeCAD.ParamGet("User parameter:BaseApp/Preferences/Mod/Material/Cards")
+        sort_by_resources = mat_prefs.GetBool("SortByResources", False)
+
+        card_name_list = []  # [ [card_name, card_path, icon_path], ... ]
+
+        if sort_by_resources is True:
+            for a_path in sorted(self.materials.keys()):
+                card_name_list.append([self.cards[a_path], a_path, self.icons[a_path]])
+        else:
+            card_names_tmp = {}
+            for path, name in self.cards.items():
+                card_names_tmp[name] = path
+            for a_name in sorted(card_names_tmp.keys()):
+                a_path = card_names_tmp[a_name]
+                card_name_list.append([a_name, a_path, self.icons[a_path]])
+
+        for mat in card_name_list:
+            self.parameterWidget.cb_materials_m.addItem(QtGui.QIcon(mat[2]), mat[0], mat[1])
+            self.parameterWidget.cb_materials_r.addItem(QtGui.QIcon(mat[2]), mat[0], mat[1])
+            # the whole card path is added to the combo box to make it unique
+            # see def choose_material:
+            # for assignment of self.card_path the path form the parameterWidget ist used

From e9529b42f65a04bafbcb9ee8df93d76c66f77dc7 Mon Sep 17 00:00:00 2001
From: Bernd Hahnebach <bernd@bimstatik.org>
Date: Sun, 16 Jun 2019 18:26:27 +0200
Subject: [PATCH 13/13] FEM: ccx tools, pre checks for reinforced material
 object

---
 src/Mod/Fem/femtools/ccxtools.py | 41 ++++++++++++++++++++++++++++++++
 1 file changed, 41 insertions(+)

diff --git a/src/Mod/Fem/femtools/ccxtools.py b/src/Mod/Fem/femtools/ccxtools.py
index 52b21ae78b..48e6910829 100644
--- a/src/Mod/Fem/femtools/ccxtools.py
+++ b/src/Mod/Fem/femtools/ccxtools.py
@@ -411,6 +411,47 @@ class FemToolsCcx(QtCore.QRunnable, QtCore.QObject):
                         "Thermomechanical analysis: No SpecificHeat "
                         "defined for at least one material.\n"  # allowed to be 0.0 (in ccx)
                     )
+            if femutils.is_of_type(mat_obj, 'Fem::MaterialReinforced'):
+                # additional tests for reinforced materials,
+                # they are needed for result calculation not for ccx analysis
+                mat_map_m = mat_obj.Material
+                if 'AngleOfFriction' in mat_map_m:
+                    # print(Units.Quantity(mat_map_m['AngleOfFriction']).Value)
+                    if not Units.Quantity(mat_map_m['AngleOfFriction']).Value:
+                        message += (
+                            "Value of AngleOfFriction is set to 0.0 "
+                            "for the matrix of a reinforced material.\n"
+                        )
+                else:
+                    message += (
+                        "No AngleOfFriction defined for the matrix "
+                        "of at least one reinforced material.\n"
+                    )
+                if 'CompressiveStrength' in mat_map_m:
+                    # print(Units.Quantity(mat_map_m['CompressiveStrength']).Value)
+                    if not Units.Quantity(mat_map_m['CompressiveStrength']).Value:
+                        message += (
+                            "Value of CompressiveStrength is set to 0.0 "
+                            "for the matrix of a reinforced material.\n"
+                        )
+                else:
+                    message += (
+                        "No CompressiveStrength defined for the matrinx "
+                        "of at least one reinforced material.\n"
+                    )
+                mat_map_r = mat_obj.Reinforcement
+                if 'YieldStrength' in mat_map_r:
+                    # print(Units.Quantity(mat_map_r['YieldStrength']).Value)
+                    if not Units.Quantity(mat_map_r['YieldStrength']).Value:
+                        message += (
+                            "Value of YieldStrength is set to 0.0 "
+                            "for the reinforcement of a reinforced material.\n"
+                        )
+                else:
+                    message += (
+                        "No YieldStrength defined for the reinforcement "
+                        "of at least one reinforced material.\n"
+                    )
         if len(self.materials_linear) == 1:
             mobj = self.materials_linear[0]['Object']
             if hasattr(mobj, 'References') and mobj.References: