Note

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LShape#

Damage simulation for a L-part.

LShape
  • $\phi$
  • TRI3: Ne = 4234, Nn = 2178
  • Boundary conditions
  • LShape
  • LShape
/home/docs/checkouts/readthedocs.org/user_builds/easyfea/checkouts/v1.9.2/examples/PhaseField/results/LShape2D/Test/Miehe_AT1_optimMesh nL=50
   1: 0.000mm, [0.00e+00;0.00e+00], 1:0.133s, tol=0.00e+00
   2: 0.040mm, [0.00e+00;0.00e+00], 1:0.117s, tol=1.00e+00  4.00% -> 2.81s
   3: 0.080mm, [0.00e+00;0.00e+00], 1:0.118s, tol=7.50e-01  8.00% -> 2.72s
   4: 0.120mm, [0.00e+00;0.00e+00], 1:0.120s, tol=5.56e-01  12.00% -> 2.63s
   5: 0.160mm, [0.00e+00;0.00e+00], 1:0.118s, tol=4.37e-01  16.00% -> 2.48s
   6: 0.200mm, [0.00e+00;0.00e+00], 1:0.119s, tol=3.60e-01  20.00% -> 2.38s
   7: 0.240mm, [0.00e+00;0.00e+00], 1:0.118s, tol=3.06e-01  24.00% -> 2.24s
   8: 0.280mm, [0.00e+00;8.98e-03], 1:0.119s, tol=2.65e-01  28.00% -> 2.14s
   9: 0.320mm, [0.00e+00;4.57e-02], 1:0.119s, tol=2.32e-01  32.00% -> 2.02s
  10: 0.360mm, [0.00e+00;1.10e-01], 1:0.119s, tol=2.07e-01  36.00% -> 1.90s
  11: 0.400mm, [0.00e+00;2.07e-01], 1:0.119s, tol=1.86e-01  40.00% -> 1.79s
  12: 0.440mm, [0.00e+00;3.48e-01], 1:0.118s, tol=1.69e-01  44.00% -> 1.66s
  13: 0.480mm, [0.00e+00;5.46e-01], 1:0.121s, tol=1.55e-01  48.00% -> 1.58s
  14: 0.520mm, [0.00e+00;7.78e-01], 1:0.120s, tol=1.62e-01  52.00% -> 1.44s
  15: 0.540mm, [0.00e+00;9.48e-01], 1:0.122s, tol=2.22e-01  54.00% -> 1.46s
  16: 0.560mm, [0.00e+00;9.93e-01], 1:0.119s, tol=3.80e-01  56.00% -> 1.40s
  17: 0.580mm, [0.00e+00;1.00e+00], 1:0.137s, tol=4.44e-01  58.00% -> 1.59s
  18: 0.600mm, [0.00e+00;1.00e+00], 1:0.119s, tol=3.82e-01  60.00% -> 1.35s
  19: 0.620mm, [0.00e+00;1.00e+00], 1:0.119s, tol=3.28e-01  62.00% -> 1.31s
  20: 0.640mm, [0.00e+00;1.00e+00], 1:0.118s, tol=2.91e-01  64.00% -> 1.27s
  21: 0.660mm, [0.00e+00;1.00e+00], 1:0.129s, tol=2.78e-01  66.00% -> 1.32s
  22: 0.680mm, [0.00e+00;1.00e+00], 1:0.123s, tol=2.54e-01  68.00% -> 1.22s
  23: 0.700mm, [0.00e+00;1.00e+00], 1:0.121s, tol=2.53e-01  70.00% -> 1.14s
  24: 0.720mm, [0.00e+00;1.00e+00], 1:0.124s, tol=2.03e-01  72.00% -> 1.11s
  25: 0.740mm, [0.00e+00;1.00e+00], 1:0.126s, tol=1.76e-01  74.00% -> 1.06s
  26: 0.760mm, [0.00e+00;1.00e+00], 1:0.125s, tol=1.87e-01  76.00% -> 985.09ms
  27: 0.780mm, [0.00e+00;1.00e+00], 1:0.134s, tol=1.72e-01  78.00% -> 980.08ms
  28: 0.800mm, [0.00e+00;1.00e+00], 1:0.127s, tol=1.65e-01  80.00% -> 856.52ms
  29: 0.820mm, [0.00e+00;1.00e+00], 1:0.131s, tol=1.90e-01  82.00% -> 803.05ms
  30: 0.840mm, [0.00e+00;1.00e+00], 1:0.129s, tol=1.64e-01  84.00% -> 711.19ms
  31: 0.860mm, [0.00e+00;1.00e+00], 1:0.140s, tol=1.51e-01  86.00% -> 681.52ms
  32: 0.880mm, [0.00e+00;1.00e+00], 1:0.133s, tol=1.15e-01  88.00% -> 562.61ms
  33: 0.900mm, [0.00e+00;1.00e+00], 1:0.126s, tol=1.10e-01  90.00% -> 446.72ms
  34: 0.920mm, [0.00e+00;1.00e+00], 1:0.133s, tol=9.94e-02  92.00% -> 380.67ms
  35: 0.940mm, [0.00e+00;1.00e+00], 1:0.131s, tol=9.95e-02  94.00% -> 283.48ms
  36: 0.960mm, [0.00e+00;1.00e+00], 1:0.130s, tol=9.12e-02  96.00% -> 189.33ms
  37: 0.980mm, [0.00e+00;1.00e+00], 1:0.134s, tol=1.02e-01  98.00% -> 98.34ms
  38: 1.000mm, [0.00e+00;1.00e+00], 1:0.137s, tol=9.35e-02  100.00% -> -0.00µs
Saved mesh data in:
/home/docs/checkouts/readthedocs.org/user_builds/easyfea/checkouts/v1.9.2/examples/PhaseField/results/LShape2D/Test/Miehe_AT1_optimMesh nL=50/Meshes
Saved simulation and summary in:
/home/docs/checkouts/readthedocs.org/user_builds/easyfea/checkouts/v1.9.2/examples/PhaseField/results/LShape2D/Test/Miehe_AT1_optimMesh nL=50

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Generate movie 38/38 (100.00 %) 0.00 µs


 13 import matplotlib.pyplot as plt
 14 import numpy as np
 15
 16 from EasyFEA import Display, Folder, Models, ElemType, Simulations, Paraview, PyVista
 17 from EasyFEA.Geoms import Point, Points, Domain, Circle
 18
 19 if __name__ == "__main__":
 20     Display.Clear()
 21
 22     # ----------------------------------------------
 23     # Configuration
 24     # ----------------------------------------------
 25
 26     # simu options
 27     doSimu = True
 28     meshTest = True
 29     optimMesh = True
 30
 31     # outputs
 32     folder = Folder.Results_Dir()
 33     pltIter = False
 34     pltLoad = False
 35     makeMovie = True
 36     makeParaview = False
 37
 38     # geom
 39     dim = 2
 40     L = 250  # mm
 41     nL = 50
 42     ep = 100
 43
 44     # model
 45     E = 2e4  # MPa
 46     v = 0.18
 47
 48     split = Models.PhaseField.SplitType.Miehe
 49     regu = Models.PhaseField.ReguType.AT1
 50     Gc = 130  # J/m2
 51     Gc *= 1000 / 1e6  # mJ/mm2
 52
 53     # convergence
 54     tolConv = 1e-0
 55     convOption = 2
 56
 57     # load
 58     uMax = 1  # mm
 59     inc0 = uMax / 25
 60     inc1 = inc0 / 2
 61
 62     config = f"""
 63     uMax = {uMax}
 64     inc0 = {inc0}
 65     inc1 = {inc1}
 66
 67     while ud <= uMax:
 68
 69         ud += inc0 if simu.damage.max() < 0.6 else inc1
 70
 71         simu.add_dirichlet(nodes_circle, [0], ['d'], "damage")
 72         simu.add_dirichlet(nodes_y0, [0]*dim, simu.Get_dofs())
 73         simu.add_dirichlet(nodes_load, [ud], ['y'])
 74     """
 75
 76     # ----------------------------------------------
 77     # Mesh
 78     # ----------------------------------------------
 79     l0 = L / nL
 80
 81     if meshTest:
 82         hC = l0
 83     else:
 84         hC = 0.5
 85         # hC = 0.25
 86
 87     p1 = Point()
 88     p2 = Point(L, 0)
 89     p3 = Point(L, L)
 90     p4 = Point(2 * L - 30, L)
 91     p5 = Point(2 * L, L)
 92     p6 = Point(2 * L, 2 * L)
 93     p7 = Point(0, 2 * L)
 94     if optimMesh:
 95         h = 100
 96         refineDomain = Domain(Point(0, L - h / 3), Point(L + h / 3, L + h), hC)
 97         hD = hC * 5
 98     else:
 99         refineDomain = None
100         hD = hC
101
102     contour = Points([p1, p2, p3, p4, p5, p6, p7], hD)
103
104     circle = Circle(p5, 100)
105
106     if dim == 2:
107         mesh = contour.Mesh_2D([], ElemType.TRI3, refineGeoms=[refineDomain])
108     else:
109         mesh = contour.Mesh_Extrude(
110             [], [0, 0, -ep], [3], ElemType.HEXA8, refineGeoms=[refineDomain]
111         )
112
113     # Display.Plot_Mesh(mesh)
114     # Display.Plot_Tags(mesh)
115     # from EasyFEA import PyVista
116     # PyVista.Plot_Mesh(mesh).show()
117
118     nodes_y0 = mesh.Nodes_Conditions(lambda x, y, z: y == 0)
119     nodes_load = mesh.Nodes_Conditions(lambda x, y, z: (y == L) & (x >= 2 * L - 30))
120     node3 = mesh.Nodes_Point(p3)
121     node4 = mesh.Nodes_Point(p4)
122     nodes_circle = mesh.Nodes_Cylinder(circle, direction=[0, 0, ep])
123     nodes_edges = mesh.Nodes_Conditions(lambda x, y, z: (x == 0) | (y == 0))
124
125     # ----------------------------------------------
126     # Simulation
127     # ----------------------------------------------
128     material = Models.Elastic.Isotropic(dim, E, v, True, ep)
129     pfm = Models.PhaseField(material, split, regu, Gc, l0)
130
131     folder_save = Simulations.PhaseField.Folder(
132         f"{folder}{dim}D",
133         "",
134         pfm.split,
135         pfm.regularization,
136         "",
137         tolConv,
138         "",
139         meshTest,
140         optimMesh,
141         nL=nL,
142     )
143
144     Display.MyPrint(folder_save, "green", end="\n")
145
146     if doSimu:
147         simu = Simulations.PhaseField(mesh, pfm, folder=folder_save)
148         simu.Results_Set_Bc_Summary(config)
149
150         dofsY_load = simu.Bc_dofs_nodes(nodes_load, ["y"])
151
152         if pltIter:
153             axIter = Display.Plot_Result(simu, "damage")
154
155             axLoad = Display.Init_Axes()
156             axLoad.set_xlabel("displacement [mm]")
157             axLoad.set_ylabel("load [kN]")
158
159         list_ud = []
160         list_f = []
161         ud = -inc0
162         iter = -1
163
164         while ud <= uMax:
165             # update displacement
166             iter += 1
167             ud += inc0 if simu.damage.max() < 0.6 else inc1
168
169             # update boundary conditions
170             simu.Bc_Init()
171             simu.add_dirichlet(nodes_circle, [0], ["d"], "damage")
172             simu.add_dirichlet(nodes_y0, [0] * dim, simu.Get_unknowns())
173             simu.add_dirichlet(nodes_load, [ud], ["y"])
174
175             # solve
176             u, d, convergence = simu.Solve(tolConv, 500, convOption)
177             # calc load
178             f = np.sum(simu.Calc_Reaction(dofsY_load, "elastic"))
179
180             # saves load and displacement
181             list_ud.append(ud)
182             list_f.append(f)
183
184             # print iter
185             simu.Results_Set_Iteration_Summary(iter, ud, "mm", ud / uMax, True)
186
187             # saves iteration
188             simu.Save_Iter()
189
190             if pltIter:
191                 plt.figure(axIter.figure)
192                 Display.Plot_Result(simu, "damage", ax=axIter)
193                 plt.pause(1e-12)
194
195                 plt.figure(axLoad.figure)
196                 axLoad.scatter(ud, f / 1000, c="black")
197                 plt.pause(1e-12)
198
199             if not convergence or simu.Detect_Damage(nodes_edges):
200                 # stops simulation if damage occurs on edges or convergence has not been reached
201                 break
202
203         # saves load and displacement
204         Simulations.Save_pickle((list_f, list_ud), folder_save, "force-displacement")
205
206         # saves the simulation
207         simu.Save(folder_save)
208
209     else:
210         simu = Simulations.Load_Simu(folder_save)
211         mesh = simu.mesh
212
213     list_f, list_ud = Simulations.Load_pickle(folder_save, "force-displacement")
214
215     # ----------------------------------------------
216     # Results
217     # ----------------------------------------------
218     Display.Plot_Result(simu, "damage", folder=folder_save)
219     Display.Plot_Mesh(simu)
220     Display.Plot_BoundaryConditions(simu)
221
222     axLoad = Display.Init_Axes()
223     axLoad.set_xlabel("displacement [mm]")
224     axLoad.set_ylabel("load [kN]")
225     axLoad.plot(list_ud, np.abs(list_f) / 1000, c="blue")
226     Display.Save_fig(folder_save, "forcedep")
227
228     Display.Plot_Iter_Summary(simu, folder_save)
229
230     if makeMovie:
231         simu.Set_Iter(-1)
232         deformFactor = L * 0.05 / simu.Result("displacement_norm").max()
233
234         iterations = np.arange(0, simu.Niter, simu.Niter // 20)
235
236         def Func(plotter, iter):
237             simu.Set_Iter(iterations[iter])
238             thresh = PyVista._pvMesh(simu, "damage", deformFactor).threshold((0, 0.8))
239             PyVista.Plot(thresh, "damage", plotMesh=True, plotter=plotter, clim=(0, 1))
240
241         PyVista.Movie_func(Func, iterations.size, folder_save, "damage.gif")
242
243     if makeParaview:
244         Paraview.Save_simu(simu, folder_save)
245
246     plt.show()

Total running time of the script: (0 minutes 13.894 seconds)

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