diff --git a/src/Mod/Fem/App/FemResultObject.cpp b/src/Mod/Fem/App/FemResultObject.cpp
index 59432a353..51764ab29 100644
--- a/src/Mod/Fem/App/FemResultObject.cpp
+++ b/src/Mod/Fem/App/FemResultObject.cpp
@@ -37,7 +37,7 @@ PROPERTY_SOURCE(Fem::FemResultObject, App::DocumentObject)
 
 FemResultObject::FemResultObject()
 {
-    ADD_PROPERTY_TYPE(ElementNumbers,(0), "Data",Prop_None,"Numbers of the result elements");
+    ADD_PROPERTY_TYPE(NodeNumbers,(0), "Data",Prop_None,"Numbers of the result nodes");
     ADD_PROPERTY_TYPE(Stats,(0), "Fem",Prop_None,"Statistics of the results");
     ADD_PROPERTY_TYPE(DisplacementVectors,(), "Fem",Prop_None,"List of displacement vectors");
     ADD_PROPERTY_TYPE(DisplacementLengths,(0), "Fem",Prop_None,"List of displacement lengths");
diff --git a/src/Mod/Fem/App/FemResultObject.h b/src/Mod/Fem/App/FemResultObject.h
index 66b860487..47a166181 100644
--- a/src/Mod/Fem/App/FemResultObject.h
+++ b/src/Mod/Fem/App/FemResultObject.h
@@ -42,7 +42,7 @@ public:
     FemResultObject(void);
     virtual ~FemResultObject();
 
-    App::PropertyIntegerList ElementNumbers;
+    App::PropertyIntegerList NodeNumbers;
     /// Link to the corresponding  mesh
     App::PropertyLink Mesh;
     /// Stats of analysis
diff --git a/src/Mod/Fem/FemTools.py b/src/Mod/Fem/FemTools.py
index 15d2e6131..bc859979e 100644
--- a/src/Mod/Fem/FemTools.py
+++ b/src/Mod/Fem/FemTools.py
@@ -134,10 +134,10 @@ class FemTools(QtCore.QRunnable, QtCore.QObject):
                     filtered_values.append(v)
         else:
             filtered_values = values
-        self.mesh.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, filtered_values)
+        self.mesh.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, filtered_values)
 
     def show_displacement(self, displacement_factor=0.0):
-        self.mesh.ViewObject.setNodeDisplacementByVectors(self.result_object.ElementNumbers,
+        self.mesh.ViewObject.setNodeDisplacementByVectors(self.result_object.NodeNumbers,
                                                           self.result_object.DisplacementVectors)
         self.mesh.ViewObject.applyDisplacement(displacement_factor)
 
diff --git a/src/Mod/Fem/_ResultControlTaskPanel.py b/src/Mod/Fem/_ResultControlTaskPanel.py
index 9bec8760b..40a9e1d27 100644
--- a/src/Mod/Fem/_ResultControlTaskPanel.py
+++ b/src/Mod/Fem/_ResultControlTaskPanel.py
@@ -136,7 +136,7 @@ class _ResultControlTaskPanel:
         FreeCAD.FEM_dialog["results_type"] = "Sabs"
         QApplication.setOverrideCursor(Qt.WaitCursor)
         if self.suitable_results:
-            self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, self.result_object.StressValues)
+            self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.StressValues)
         (minm, avg, maxm) = self.get_result_stats("Sabs")
         self.set_result_stats("MPa", minm, avg, maxm)
         QtGui.qApp.restoreOverrideCursor()
@@ -145,13 +145,13 @@ class _ResultControlTaskPanel:
         QApplication.setOverrideCursor(Qt.WaitCursor)
         if disp_type == "Uabs":
             if self.suitable_results:
-                self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, self.result_object.DisplacementLengths)
+                self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, self.result_object.DisplacementLengths)
         else:
             match = {"U1": 0, "U2": 1, "U3": 2}
             d = zip(*self.result_object.DisplacementVectors)
             displacements = list(d[match[disp_type]])
             if self.suitable_results:
-                self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.ElementNumbers, displacements)
+                self.MeshObject.ViewObject.setNodeColorByScalars(self.result_object.NodeNumbers, displacements)
         (minm, avg, maxm) = self.get_result_stats(disp_type)
         self.set_result_stats("mm", minm, avg, maxm)
         QtGui.qApp.restoreOverrideCursor()
@@ -180,7 +180,7 @@ class _ResultControlTaskPanel:
                 self.update_displacement()
         FreeCAD.FEM_dialog["result_object"] = self.result_object
         if self.suitable_results:
-            self.MeshObject.ViewObject.setNodeDisplacementByVectors(self.result_object.ElementNumbers, self.result_object.DisplacementVectors)
+            self.MeshObject.ViewObject.setNodeDisplacementByVectors(self.result_object.NodeNumbers, self.result_object.DisplacementVectors)
         self.update_displacement()
         QtGui.qApp.restoreOverrideCursor()
 
@@ -207,7 +207,7 @@ class _ResultControlTaskPanel:
 
         self.suitable_results = False
         if self.result_object:
-            if self.MeshObject.FemMesh.NodeCount == len(self.result_object.ElementNumbers):
+            if self.MeshObject.FemMesh.NodeCount == len(self.result_object.NodeNumbers):
                 self.suitable_results = True
             else:
                 if not self.MeshObject.FemMesh.VolumeCount:
diff --git a/src/Mod/Fem/ccxFrdReader.py b/src/Mod/Fem/ccxFrdReader.py
index 069033b20..77626b36e 100644
--- a/src/Mod/Fem/ccxFrdReader.py
+++ b/src/Mod/Fem/ccxFrdReader.py
@@ -214,7 +214,7 @@ def importFrd(filename, Analysis=None):
 
             if len(disp) > 0:
                 results.DisplacementVectors = map((lambda x: x * scale), disp.values())
-                results.ElementNumbers = disp.keys()
+                results.NodeNumbers = disp.keys()
                 if(MeshObject):
                     results.Mesh = MeshObject
 
@@ -231,10 +231,10 @@ def importFrd(filename, Analysis=None):
                 else:
                     results.StressValues = mstress
 
-            if (results.ElementNumbers != 0 and results.ElementNumbers != stress.keys()):
+            if (results.NodeNumbers != 0 and results.NodeNumbers != stress.keys()):
                 print ("Inconsistent FEM results: element number for Stress doesn't equal element number for Displacement {} != {}"
-                       .format(results.ElementNumbers, len(results.StressValues)))
-                results.ElementNumbers = stress.keys()
+                       .format(results.NodeNumbers, len(results.StressValues)))
+                results.NodeNumbers = stress.keys()
 
             x_min, y_min, z_min = map(min, zip(*displacement))
             sum_list = map(sum, zip(*displacement))