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Elas7#

Control lever for a molding machine used to blow plastic bottles.

References#

This example comes from:

Elas7
Elas7
==================== Mesh ====================

Element type: PRISM6
Ne = 6108, Nn = 4315

==================== Model ====================

Isotropic:
E = 2.10e+05, v = 0.25

solver : scipy

============= Boundary Conditions =============

Unspecified.

=================== Results ===================


W def = 615.59

Svm max = 43.45

Evm max = 0.03 %

Ux max = 2.07e-02
Ux min = -2.05e-02

Uy max = 1.98e-03
Uy min = -1.13e-01

Uz max = 4.60e-04
Uz min = -4.60e-04

=================== TicTac ===================

Mesh : 178.065 ms
Boundary Conditions : 75.817 µs
Matrix : 253.494 ms
Solver : 1.746 s
PostProcessing : 5.327 ms


Generate paraview 1/5 (20.00 %) 90.50 ms
Generate paraview 2/5 (40.00 %) 67.66 ms
Generate paraview 3/5 (60.00 %) 45.15 ms
Generate paraview 4/5 (80.00 %) 22.51 ms
Generate paraview 5/5 (100.00 %) 0.00 µs


 21 import numpy as np
 22
 23 from EasyFEA import Display, Folder, Models, ElemType, Simulations, PyVista, Paraview
 24 from EasyFEA.Geoms import Points, Point, Circle
 25
 26 if __name__ == "__main__":
 27     Display.Clear()
 28
 29     # ----------------------------------------------
 30     # Configuration
 31     # ----------------------------------------------
 32
 33     # outputs
 34     folder = Folder.Results_Dir()
 35     makeMovie = False
 36     makeParaview = True
 37
 38     # geom
 39     dim = 3
 40     thickness = 25
 41
 42     # sinusoidal load
 43     F = 13000  # N
 44     area = np.pi * 25 / 2 * thickness
 45     coefs = np.linspace(0, 1, 5)
 46     loads = F * np.sin(np.pi / 2 * coefs)
 47
 48     # ----------------------------------------------
 49     # Mesh
 50     # ----------------------------------------------
 51     meshSize = 42 / 5
 52
 53     # get the contour
 54     pt1 = Point(0, 80)
 55     pt2 = Point(-245, 21)
 56     pt3 = Point(-245, -21)
 57     pt4 = Point(0, -80)
 58     pt5 = Point(114, -80)
 59     pt6 = Point(114 + 13, -80 + 13)
 60     pt7 = Point(114 + 13, -67 / 2)
 61     pt8 = Point(114 + 13 + 25, -67 / 2)
 62     pt9 = Point(114 + 13 + 25, -34 / 2)
 63     pt10 = Point(114 + 13, -34 / 2, r=10)
 64     pt11 = Point(114 + 13, 34 / 2, r=10)
 65     pt12 = Point(114 + 13 + 25, 34 / 2)
 66     pt13 = Point(114 + 13 + 25, 67 / 2)
 67     pt14 = Point(114 + 13, 67 / 2)
 68     pt15 = Point(114 + 13, 80 - 13)
 69     pt16 = Point(114, 80)
 70
 71     # fmt: off
 72     contour = Points([
 73             pt1, pt2, pt3, pt4, pt5, pt6, pt7, pt8, pt9, pt10,
 74             pt11, pt12, pt13, pt14, pt15, pt16,
 75         ],
 76         meshSize,
 77     )
 78     # fmt: on
 79
 80     # get circles
 81     circle1 = Circle(Point(-220), 25, meshSize)
 82     circle2 = Circle(Point(), 25, meshSize)
 83     circle3 = Circle(Point(114 + 13 - 25, 80 - 25), 25, meshSize)
 84     circle4 = Circle(Point(114 + 13 - 25, -80 + 25), 25, meshSize)
 85     circle5 = Circle(Point(67), 84, meshSize)
 86
 87     inclusions = [circle1, circle2, circle3, circle4, circle5]
 88
 89     # get the mesh
 90     if dim == 2:
 91         mesh = contour.Mesh_2D(inclusions, ElemType.TRI3)
 92     else:
 93         mesh = contour.Mesh_Extrude(inclusions, [0, 0, thickness], [4], ElemType.PRISM6)
 94
 95     # get loading nodes
 96     nodesLoad = mesh.Nodes_Cylinder(circle1)
 97     nodesLoad = nodesLoad[mesh.coord[nodesLoad, 1] <= 0]
 98
 99     # get fixed nodes
100     nodesCircle2 = mesh.Nodes_Cylinder(circle2)
101     nodesCircle3 = mesh.Nodes_Cylinder(circle3)
102     nodesCircle4 = mesh.Nodes_Cylinder(circle4)
103     fixedNodes = np.concat((nodesCircle2, nodesCircle3, nodesCircle4))
104
105     # PyVista.Plot_Mesh(mesh).show()
106
107     # ----------------------------------------------
108     # Simulation
109     # ----------------------------------------------
110
111     material = Models.Elastic.Isotropic(
112         dim, E=210000, v=0.25, planeStress=True, thickness=thickness
113     )
114
115     simu = Simulations.Elastic(mesh, material)
116
117     fixed = [0] * dim
118     unknowns = simu.Get_unknowns()
119
120     # loop over the load
121     for load in loads:
122         # Apply boundary conditions
123         simu.Bc_Init()
124         simu.add_dirichlet(fixedNodes, fixed, unknowns)
125         simu.add_surfLoad(nodesLoad, [-load / area], ["y"])
126
127         # Solve the simulation
128         simu.Solve()
129
130         # Save the iteration results
131         simu.Save_Iter()
132
133     # ----------------------------------------------
134     # Results
135     # ----------------------------------------------
136
137     print(simu)
138
139     PyVista.Plot_BoundaryConditions(simu).show()
140
141     PyVista.Plot(simu, "Svm", deformFactor=200, plotMesh=True, nodeValues=False).show()
142
143     if makeMovie:
144         PyVista.Movie_simu(
145             simu,
146             "Svm",
147             folder,
148             "Svm.gif",
149             deformFactor=200,
150             nodeValues=False,
151             plotMesh=True,
152         )
153
154     if makeParaview:
155         Paraview.Save_simu(
156             simu, folder, elementFields=["Svm", "Stress", "Strain", "Wdef_e"]
157         )

Total running time of the script: (0 minutes 2.687 seconds)

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