update unittests

Author: heetrojivadiya

UnitTests/test_LineLoads_Test.py

@@ -18,7 +18,7 @@
 from RFEM.BasicObjects.thickness import Thickness
 from RFEM.BasicObjects.material import Material
 from RFEM.initModel import Model
-from RFEM.enums import LineLoadDistribution, NodalLoadDirection, StaticAnalysisType
+from RFEM.enums import LineLoadDistribution, NodalLoadDirection, StaticAnalysisType, LineSetLoadDistribution, LineSetLoadDirection
 from RFEM.Loads.lineLoad import LineLoad
 
 if Model.clientModel is None:
@@ -322,9 +322,11 @@ def test_line_set_loads():
     LineSetLoad.Force(2, 1, '1', load_parameter=2500)
     LineSetLoad.Mass(3, 1, '1', False, [3100])
     LineSetLoad.Moment(4, load_parameter=4000)
+    LineSetLoad.Force(5, 1, '1', LineSetLoadDistribution.LOAD_DISTRIBUTION_CONCENTRATED_VARYING, LineSetLoadDirection.LOAD_DIRECTION_LOCAL_Z, [[1,1200],[3,2300]])
     Model.clientModel.service.finish_modification()
 
     assert Model.clientModel.service.get_line_set_load(1, 1).magnitude == 1200.5
     assert Model.clientModel.service.get_line_set_load(2, 1).magnitude == 2500
     assert Model.clientModel.service.get_line_set_load(3, 1).mass_global == 3100
     assert Model.clientModel.service.get_line_set_load(4, 1).magnitude == 4000
+    assert Model.clientModel.service.get_line_set_load(5, 1).load_distribution == 'LOAD_DISTRIBUTION_CONCENTRATED_VARYING'

UnitTests/test_MeshTables.py

@@ -6,14 +6,23 @@
 )
 sys.path.append(PROJECT_ROOT)
 
-from RFEM.initModel import Model
+from RFEM.initModel import Model, Calculate_all
+from RFEM.enums import *
+from RFEM.dataTypes import inf
 from RFEM.BasicObjects.material import Material
 from RFEM.BasicObjects.thickness import Thickness
+from RFEM.BasicObjects.section import Section
 from RFEM.BasicObjects.node import Node
 from RFEM.BasicObjects.line import Line
 from RFEM.BasicObjects.surface import Surface
-from RFEM.BasicObjects.section import Section
 from RFEM.BasicObjects.member import Member
+from RFEM.TypesForNodes.nodalSupport import NodalSupport
+from RFEM.LoadCasesAndCombinations.staticAnalysisSettings import StaticAnalysisSettings
+from RFEM.LoadCasesAndCombinations.loadCase import LoadCase
+from RFEM.LoadCasesAndCombinations.designSituation import DesignSituation
+from RFEM.LoadCasesAndCombinations.loadCasesAndCombinations import LoadCasesAndCombinations
+from RFEM.LoadCasesAndCombinations.loadCombination import LoadCombination
+from RFEM.Loads.nodalLoad import NodalLoad
 from RFEM.Results.meshTables import MeshTables
 
 if Model.clientModel is None:
@@ -53,17 +62,47 @@ def test_mesh_tables():
     allFeNodes = MeshTables.GetAllFENodes()
     assert allFeNodes[4]['y'] == 20
 
-    customNode = MeshTables.getFENodeOriginalMesh(8)
+    customNode = MeshTables.GetFENodeOriginalMesh(8)
     assert customNode['y'] == 1.5
 
-    all1DElements = MeshTables.getAllFE1DElements()
+    all1DElements = MeshTables.GetAllFE1DElements()
     assert all1DElements[12]['FE_node1_no'] == 454
 
-    all2DElemets = MeshTables.getAllFE2DElements()
+    all2DElemets = MeshTables.GetAllFE2DElements()
     assert all2DElemets[5]['surface_no'] == 1
 
-    custom1DElement = MeshTables.getFE1DElement(5)
+    custom1DElement = MeshTables.GetFE1DElement(5)
     assert custom1DElement['FE_node2_no'] == 447
 
-    custom2DElement = MeshTables.getFE2DElement(18)
+    custom2DElement = MeshTables.GetFE2DElement(18)
     assert custom2DElement['FE_node3_no'] == 37
+
+def test_deformed_mesh():
+
+    Model.clientModel.service.delete_all()
+    Model.clientModel.service.begin_modification()
+
+    Material(1)
+    Section(1)
+
+    Node(1, 0.0, 0.0, 0.0)
+    Node(2, 5, 0.0, 0.0)
+
+    Member(1, 1, 2, 0.0, 1, 1)
+
+    NodalSupport(1, '1', NodalSupportType.HINGED)
+    NodalSupport(2, '2', [0, inf, inf, inf, 0, inf])
+    LoadCasesAndCombinations()
+    LoadCase.StaticAnalysis(1, 'Self-Weight',analysis_settings_no=1,action_category= ActionCategoryType.ACTION_CATEGORY_PERMANENT_G,self_weight=[True, 0.0, 0.0, 1.0])
+    DesignSituation(1, DesignSituationType.DESIGN_SITUATION_TYPE_EQU_PERMANENT_AND_TRANSIENT, True)
+    StaticAnalysisSettings.GeometricallyLinear(1, "Linear")
+    LoadCombination(1, combination_items=[[1,1,0,False]])
+    LoadCombination(2, combination_items=[[1.5,1,0,False]])
+    NodalLoad(1, 1, '2', NodalLoadDirection.LOAD_DIRECTION_GLOBAL_Z_OR_USER_DEFINED_W, 1000)
+    Model.clientModel.service.finish_modification()
+
+    Calculate_all()
+
+    assert Model.clientModel.service.has_any_results()
+    assert MeshTables.GetAllFENodesDeformed(CaseObjectType.E_OBJECT_TYPE_LOAD_COMBINATION, 2)
+    assert MeshTables.GetFENodeDeformed()