################################### # half cylinder with top and bottom fixed # constant force in -z direction ################################### [ExampleInfo] createSubDirectory = 1 subDirectory = HalfCylinder_ChartPlate_BdrTB_constLoad [InputMesh] TriangleType = PlateElementMappedToShell ClampedBoundaryCondition = 1 chartXAType = PlateToCylinder # shellType 5: LR, 6 TB ; ShellType = 5 ShellType = 6 file = ../../../../data/VTK/unitSquare/unitSquareSubdiv4.vtk tangentSpaceType = 2 parserFileVTKPlotChart = ../../../../parameters/dkt/examplePlate/vtkPlotInterface_Plate_Undeformed.ini parserFileVTKPlotUndeformed = ../../../../parameters/dkt/exampleCylinder/vtkPlotInterface_Cylinder_Undeformed.ini parserFileVTKPlotDeformed = ../../../../parameters/dkt/exampleCylinder/vtkPlotInterface_Cylinder.ini [Force] numLoads = 1 Type1 = 1 Load1 = -10.,0.0,0.0 ; Load1 = -20.,0.0,0.0 StartRange1 = -100,-100,-100. EndRange1 = 100.,100.,100. scaleForceWithAreaOfHardMaterial = 1 scaleForceWithThickness = 0 scaleForceWithThicknessExponent = [MaterialOptimizationAdaptiveProlongationTypes] #Type: 1 - linear interpolation of normals and nodes, interpolation of nodes by FEM function # 2 - linear interpolation of normals and DKT-Function interpolation of nodes # 11 - project onto sphere # 12 - as 1 but project boundary onto sphere (used if chart is unit disc) ProlongationMeshType = 1 #Type: 0 - const 0, 1 - linearly interpolated, 2 - linearly interpolated, takes care of clamped boundary ProlongationPfType = 1 #Type: 0 - const 0, 1 - linearly interpolated ProlongationDispType = 1 # Type: 0 - if parents on boundary, 1 - if parents on boundary and on topological boundary ProlongationMeshBoundaryType = 1 constructProlongatedBoundaryByShellHandler = 0 [CompareDesigns] onlyCompareInit = 0 numDesignsToCompare = 1 DesignType1 = 1001 checkScaledForceForFinalSolution = 0 checkScaledForceForFinalSolutionVec = checkSeveralDesignsForFinalSolution = 0 [CompareParameters] AreaInitialMaterial = 0.5