sy_field = FieldOutput(labels = mesh.labels, data = sy, position = "element") if Run_simu: model.MakeInp() model.Run() model.MakePostProc() model.RunPostProc() else: model.LoadResults() # Plotting results if model.outputs['completed']: U = model.outputs['field']['U'][0] mesh.nodes.apply_displacement(U) f = open("cuboidTest_voronoi.vtk", "w") f.write(mesh.dump2vtk()) f.write(sy_field.dump2vtk(name = "Yield_Stress")) f.write( model.outputs['field']['S'][0].vonmises().dump2vtk(name = "Von_Mises_Stress")) f.close() # History Outputs disp = np.array(model.outputs['history']['disp'].values()[0].data[0]) force = np.array(np.array(model.outputs['history']['force'].values()).sum().data[0]) volume = np.array(np.array(model.outputs['history']['volume'].values()).sum().data[0]) length = ly + disp surface = volume / length logstrain = np.log10(1. + disp / ly) linstrain = disp/ly strain = linstrain stress = force / surface fig = plt.figure(0)
from abapy.postproc import FieldOutput from abapy.mesh import Mesh, Nodes x = [0.,1.,0.] y = [0.,0.,1.] z = [0.,0.,0.] labels = [1,2,3] nodes = Nodes(x=x,y=y,z=z, labels=labels) mesh = Mesh(nodes=nodes) mesh.add_element(label = 1 , connectivity = [1,2,3], space = 2 , name = 'tri3') # triangle element nodeField = FieldOutput() nodeField.add_data(data = 0., label = 1) nodeField.add_data(data = 10., label = 2) nodeField.add_data(data = 20., label = 3) elementField = FieldOutput(position='element') elementField.add_data(label = 1, data =10.) out = '' out+=mesh.dump2vtk() out+=nodeField.dump2vtk('nodeField') out+=elementField.dump2vtk('elementField') f = open("FieldOutput-dump2vtk.vtk", "w") f.write(out) f.close()
if Run_simu: model.MakeInp() model.Run() model.MakePostProc() model.RunPostProc() else: model.LoadResults() # Plotting results if model.outputs['completed']: U = model.outputs['field']['U'][0] mesh.nodes.apply_displacement(U) f = open(label + ".vtk", "w") f.write(mesh.dump2vtk()) f.write(sy_field.dump2vtk(name = "Yield_Stress")) f.write( model.outputs['field']['S'][0].vonmises().dump2vtk(name = "Von_Mises_Stress")) f.close() # History Outputs force = -2. * model.outputs['history']['force'] disp = -2. * model.outputs['history']['disp'] fig = plt.figure(0) plt.clf() sp1 = fig.add_subplot(1, 1, 1) plt.plot(disp.data[0], force.data[0], 'ro-', label = 'Loading', linewidth = 2.) plt.plot(disp.data[1], force.data[1], 'bv-', label = 'Unloading', linewidth = 2.) plt.legend(loc="upper left") plt.xlabel('Displacement, $U$')
from abapy.postproc import FieldOutput from abapy.mesh import Mesh, Nodes x = [0., 1., 0.] y = [0., 0., 1.] z = [0., 0., 0.] labels = [1, 2, 3] nodes = Nodes(x=x, y=y, z=z, labels=labels) mesh = Mesh(nodes=nodes) mesh.add_element(label=1, connectivity=[1, 2, 3], space=2, name='tri3') # triangle element nodeField = FieldOutput() nodeField.add_data(data=0., label=1) nodeField.add_data(data=10., label=2) nodeField.add_data(data=20., label=3) elementField = FieldOutput(position='element') elementField.add_data(label=1, data=10.) out = '' out += mesh.dump2vtk() out += nodeField.dump2vtk('nodeField') out += elementField.dump2vtk('elementField') f = open("FieldOutput-dump2vtk.vtk", "w") f.write(out) f.close()