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from fealpy.backend import backend_manager as bm | ||
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from fealpy.typing import TensorLike | ||
from fealpy.decorator import cartesian | ||
from fealpy.mesh import QuadrangleMesh | ||
from fealpy.functionspace import LagrangeFESpace, TensorFunctionSpace | ||
from fealpy.fem.linear_elastic_integrator import LinearElasticIntegrator | ||
from fealpy.fem.vector_source_integrator import VectorSourceIntegrator | ||
from fealpy.fem.bilinear_form import BilinearForm | ||
from fealpy.fem.linear_form import LinearForm | ||
from fealpy.fem.dirichlet_bc import DirichletBC | ||
from fealpy.fem.nonlinear_elastic_integrator import NonlinearElasticIntegrator | ||
from fealpy.decorator import cartesian | ||
from fealpy.solver import cg, spsolve | ||
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from app.soptx.soptx.utils.timer import timer | ||
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from fealpy.material.elastic_material import LinearElasticMaterial | ||
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import argparse | ||
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# 平面应变问题 | ||
class BoxDomainPolyData2D(): | ||
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def domain(self): | ||
return [0, 1, 0, 1] | ||
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@cartesian | ||
def source(self, points: TensorLike, index=None) -> TensorLike: | ||
x = points[..., 0] | ||
y = points[..., 1] | ||
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val = bm.zeros(points.shape, dtype=points.dtype, device=bm.get_device(points)) | ||
val[..., 0] = 35/13 * y - 35/13 * y**2 + 10/13 * x - 10/13 * x**2 | ||
val[..., 1] = -25/26 * (-1 + 2 * y) * (-1 + 2 * x) | ||
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return val | ||
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@cartesian | ||
def solution(self, points: TensorLike) -> TensorLike: | ||
x = points[..., 0] | ||
y = points[..., 1] | ||
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val = bm.zeros(points.shape, dtype=points.dtype, device=bm.get_device(points)) | ||
val[..., 0] = x * (1 - x) * y * (1 - y) | ||
val[..., 1] = 0 | ||
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return val | ||
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def dirichlet(self, points: TensorLike) -> TensorLike: | ||
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return self.solution(points) | ||
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class BoxDomainTriData2D(): | ||
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def domain(self): | ||
return [0, 1, 0, 1] | ||
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@cartesian | ||
def source(self, points: TensorLike, index=None) -> TensorLike: | ||
x = points[..., 0] | ||
y = points[..., 1] | ||
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val = bm.zeros(points.shape, dtype=points.dtype, device=bm.get_device(points)) | ||
val[..., 0] = (22.5 * bm.pi**2) / 13 * bm.sin(bm.pi * x) * bm.sin(bm.pi * y) | ||
val[..., 1] = - (12.5 * bm.pi**2) / 13 * bm.cos(bm.pi * x) * bm.cos(bm.pi * y) | ||
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return val | ||
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@cartesian | ||
def solution(self, points: TensorLike) -> TensorLike: | ||
x = points[..., 0] | ||
y = points[..., 1] | ||
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val = bm.zeros(points.shape, dtype=points.dtype, device=bm.get_device(points)) | ||
val[..., 0] = bm.sin(bm.pi * x) * bm.sin(bm.pi * y) | ||
val[..., 1] = 0 | ||
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return val | ||
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def dirichlet(self, points: TensorLike) -> TensorLike: | ||
return self.solution(points) | ||
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parser = argparse.ArgumentParser(description="Solve linear elasticity problems in arbitrary order Lagrange finite element space on QuadrangleMesh.") | ||
parser.add_argument('--backend', | ||
choices=('numpy', 'pytorch'), | ||
default='numpy', type=str, | ||
help='Specify the backend type for computation, default is pytorch.') | ||
parser.add_argument('--solver', | ||
choices=('cg', 'spsolve'), | ||
default='cg', type=str, | ||
help='Specify the solver type for solving the linear system, default is "cg".') | ||
parser.add_argument('--degree', | ||
default=2, type=int, | ||
help='Degree of the Lagrange finite element space, default is 2.') | ||
parser.add_argument('--nx', | ||
default=16, type=int, | ||
help='Initial number of grid cells in the x direction, default is 4.') | ||
parser.add_argument('--ny', | ||
default=16, type=int, | ||
help='Initial number of grid cells in the y direction, default is 4.') | ||
args = parser.parse_args() | ||
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bm.set_backend(args.backend) | ||
pde = BoxDomainTriData2D() | ||
nx, ny = args.nx, args.ny | ||
extent = pde.domain() | ||
#mesh = QuadrangleMesh.from_box(box=extent, nx=nx, ny=ny) | ||
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p = args.degree | ||
mm = 1e-03 | ||
#包壳厚度 | ||
w = 0.15 * mm | ||
#半圆半径 | ||
R1 = 0.5 * mm | ||
#四分之一圆半径 | ||
R2 = 1.0 * mm | ||
#连接处直线段 | ||
L = 0.575 * mm | ||
#内部单元大小 | ||
h = 0.5 * mm | ||
#棒长 | ||
l = 20 * mm | ||
#螺距 | ||
#p = 40 * mm | ||
from app.FuelRodSim.fuel_rod_mesher import FuelRodMesher | ||
mesher = FuelRodMesher(R1,R2,L,w,h,meshtype='segmented',modeltype='2D') | ||
mesh = mesher.get_mesh | ||
ficdx,cacidx = mesher.get_2D_fcidx_cacidx() | ||
cnidx,bdnidx = mesher.get_2D_cnidx_bdnidx() | ||
tmr = timer("FEM Solver") | ||
next(tmr) | ||
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maxit = 4 | ||
errorMatrix = bm.zeros((2, maxit), dtype=bm.float64) | ||
errorType = ['$|| u - u_h ||_{L2}$', '$|| u - u_h||_{l2}$'] | ||
NDof = bm.zeros(maxit, dtype=bm.int32) | ||
for i in range(maxit): | ||
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space = LagrangeFESpace(mesh, p=p, ctype='C') | ||
tensor_space = TensorFunctionSpace(space, shape=(-1, 2)) | ||
gdof = space.number_of_global_dofs() | ||
NDof[i] = tensor_space.number_of_global_dofs() | ||
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pfcm = LinearElasticMaterial(name='E1nu0.3', | ||
elastic_modulus=1, poisson_ratio=0.3, | ||
hypo='plane_strain', device=bm.get_device(mesh)) | ||
tmr.send('material') | ||
integrator_K = LinearElasticIntegrator(material=pfcm, q=tensor_space.p+3) | ||
bform = BilinearForm(tensor_space) | ||
bform.add_integrator(integrator_K) | ||
K = bform.assembly(format='csr') | ||
# tmr.send('stiffness assembly') | ||
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integrator_F = VectorSourceIntegrator(source=pde.source, q=tensor_space.p+3) | ||
lform = LinearForm(tensor_space) | ||
lform.add_integrator(integrator_F) | ||
F = lform.assembly() | ||
tmr.send('source assembly') | ||
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dbc = DirichletBC(space=tensor_space, | ||
gd=pde.dirichlet, | ||
threshold=None, | ||
method='interp') | ||
K, F = dbc.apply(A=K, f=F, uh=None, gd=pde.dirichlet, check=True) | ||
# uh_bd = bm.zeros(tensor_space.number_of_global_dofs(), | ||
# dtype=bm.float64, device=bm.get_device(mesh)) | ||
# uh_bd, isDDof = tensor_space.boundary_interpolate(gD=pde.dirichlet, uh=uh_bd, | ||
# threshold=None, method='interp') | ||
# F = F - K.matmul(uh_bd) | ||
# F = bm.set_at(F, isDDof, uh_bd[isDDof]) | ||
# K = dbc.apply_matrix(matrix=K, check=True) | ||
tmr.send('boundary') | ||
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uh = tensor_space.function() | ||
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if args.solver == 'cg': | ||
uh[:] = cg(K, F, maxiter=1000, atol=1e-14, rtol=1e-14) | ||
elif args.solver == 'spsolve': | ||
uh[:] = spsolve(K, F, solver='mumps') | ||
tmr.send('solve({})'.format(args.solver)) | ||
u_exact = tensor_space.interpolate(pde.solution) | ||
errorMatrix[0, i] = bm.sqrt(bm.sum(bm.abs(uh.astype(bm.float64) - u_exact.astype(bm.float64))**2 * (1 / NDof[i]))) | ||
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errorMatrix[1, i] = mesh.error(u=uh, v=pde.solution, q=tensor_space.p+3, power=2) | ||
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if i < maxit-1: | ||
mesh.uniform_refine() | ||
import os | ||
output = './mesh_linear/' | ||
if not os.path.exists(output): | ||
os.makedirs(output) | ||
fname = os.path.join(output, 'linear_elastic.vtu') | ||
dofs = space.number_of_global_dofs() | ||
mesh.nodedata['u'] = uh[:dofs] | ||
mesh.nodedata['v'] = uh[-dofs:] | ||
mesh.to_vtk(fname=fname) | ||
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print("errorMatrix:\n", errorMatrix) | ||
print("NDof:", NDof) | ||
print("order_l2:\n", bm.log2(errorMatrix[0, :-1] / errorMatrix[0, 1:])) | ||
print("order_L2:\n ", bm.log2(errorMatrix[1, :-1] / errorMatrix[1, 1:])) | ||
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