def main(msh,n):
p,t,be=mesh.read_gmsh(msh)
h=mesh.max_mesh_width(p,t)
IN=fem.interiorNodes(p,t,be)
S=fem.stiffness(p,t)
M=fem.mass(p,t)
L=fem.load(p,t,n,lambda x,y:1)
S=S.tocsr()
M=M.tocsr()
L=L.tocsr()
#neumannnodes
N=np.zeros(len(p))
j=0
for i in range (0,len(p)):
if (p[i,0]==-1 or p[i,0]==1):
if 1>p[i,1] and p[i,1]>=0:
N[j]=i
j=j+1
if p[i,1]==1:
N[j]=i
j=j+1
j=j-1 #number of neumannnodes
Sr=sp.csr_matrix((len(IN)+j,len(IN)+j)) #adjusting solution to boundary condition
Mr=sp.csr_matrix((len(IN)+j,len(IN)+j))
Lr=sp.csr_matrix((len(IN)+j,1))
A=sp.csr_matrix((len(IN)+j,len(p)))
for i in range(0,len(IN)):
A[i,IN[i]]=1
for i in range(0,j):
A[i+len(IN),N[i]]=1
Sr=A*S*A.transpose()
Mr=A*M*A.transpose()
Lr=A*L
un=spla.spsolve(Sr+Mr,Lr)
u1=A.transpose()*un
fem.plot(p,t,u1)
def no_homogen(h0,f,n,g):
# First lets generate the mesh for the unite circle
mesh_gen(h0)
mesh=msh.read_gmsh('circle.msh')
# Matrix of nodes
p=mesh[0]
# Matrix of triangles index
t=mesh[1]
# Matrix of boundary edges
be=mesh[2]
# Now lets compute the stiffness matrix
A=fem.stiffness(p,t)
# Lets compute the load vector
Load=fem.load(p,t,n,f)
# Lets compute the load neumann vector
Loadneumann=fem.loadNeumann(p,be,n,g)
#Finally the Loadvector will be the sum of the one with the source f
# and the one with f
Load=Load+Loadneumann
# Lets compute the vector m that analogous to the load vector
# with f(x.y)=1
m=fem.load(p,t,n,lambda x,y:1)
# Lets create the matrix and vectors of the modified bigger system to
# solve with lagrangian multipliers of size (size(A)+(1,1))
size=A.shape[0]
B=sparse.lil_matrix(np.zeros([size+1,size+1]))
B[0:size,0:size]=A
B[0:size,size]=m
B[size,0:size]=m.transpose()
# We add a zero at the end of f
Load=np.concatenate((Load,np.array([[0]])))
# Now lets get the solution of the linear system using spsolve function
U=spla.spsolve(B,Load)
u=U[0:size]
l=U[size]
return [p,t,u,l]
def no_homogen(h0, f, n, g):
# First lets generate the mesh for the unite circle
mesh_gen(h0)
mesh = msh.read_gmsh('circle.msh')
# Matrix of nodes
p = mesh[0]
# Matrix of triangles index
t = mesh[1]
# Matrix of boundary edges
be = mesh[2]
# Now lets compute the stiffness matrix
A = fem.stiffness(p, t)
# Lets compute the load vector
Load = fem.load(p, t, n, f)
# Lets compute the load neumann vector
Loadneumann = fem.loadNeumann(p, be, n, g)
#Finally the Loadvector will be the sum of the one with the source f
# and the one with f
Load = Load + Loadneumann
# Lets compute the vector m that analogous to the load vector
# with f(x.y)=1
m = fem.load(p, t, n, lambda x, y: 1)
# Lets create the matrix and vectors of the modified bigger system to
# solve with lagrangian multipliers of size (size(A)+(1,1))
size = A.shape[0]
B = sparse.lil_matrix(np.zeros([size + 1, size + 1]))
B[0:size, 0:size] = A
B[0:size, size] = m
B[size, 0:size] = m.transpose()
# We add a zero at the end of f
Load = np.concatenate((Load, np.array([[0]])))
# Now lets get the solution of the linear system using spsolve function
U = spla.spsolve(B, Load)
u = U[0:size]
l = U[size]
return [p, t, u, l]
### ### ### Script that Produces the plots ### ### in 3f) and 3h) ### ### ### ###-----------------------------------------------------------### # First call the module meshes.py import meshes as msh import numpy as np import matplotlib.pyplot as plt # Get the p and t arrays for the file of unstructured mesh of the square # generated by gmsh file = 'square_mesh.msh' mesh1 = msh.read_gmsh(file) p1 = mesh1[0] t1 = mesh1[1] #Name of the file of the output plot file = 'unstructured.png' title = 'Unstructured mesh' msh.show(p1, t1, file, title) # Get the p and t arrays for the regular mesh of the square of side 1 # For structured meshes the value of h0 is not arbitrary, as it has to fit # a integer number of 1-dimensional elements in each border, the closest # h0 to 0.01 that fullfill that is h0=np.sqrt(2)/14=0.10101.... a = 1 h0 = np.sqrt(2) / 14 mesh2 = msh.grid_square(a, h0) p2 = mesh2[0]
def main():
lu = 1.548888; # value of l(sol)
f = lambda x, y: (1.0);
Nspacings = 9; # number of mesh widths to test (in powers of sqrt(2)) -> CHANGE BACK TO 10!!!!
h0 = 0.3; # maximum value of mesh width
h = [None]*Nspacings; # vector for mesh widths (set values)
dof = np.zeros(Nspacings); # vector for mesh widths (true values)
dof_reg = np.zeros(Nspacings); # vector for mesh widths (true values)
discret_err_bgm = [None]*Nspacings; # vector for discretization errors for linear FEM
discret_err_reg = [None]*Nspacings; # vector for discretization errors for quadratic FEM
# regular mesh
for j in range(Nspacings):
h = h0*2.0**(-j/2.0);
[p, t, be, bd]=msh.create_msh("regular", h)
# LINEAR FINITE ELEMENTS
# Compute the discretized system:
A_lin = FEM.stiffness(p, t); # stiffness-matrix
F_lin = FEM.load(p, t, 3, f); # load-vector
# degrees of freedom
dof_reg[j] = p.shape[0]
# solve system with Dirichtlet boundary conditions
u_n = FEM.solve_d0(p, t, bd, A_lin, F_lin)
# LINEAR FINITE ELEMENTS
lun_lin = np.dot(u_n,F_lin); # value of l(u_n)
en_lin = lu-sqrt(abs(lun_lin)); # energy norm of error vector
discret_err_reg[j] = en_lin;
print
print "energy error with the regular mesh"
print discret_err_reg
# background mesh
for j in range(Nspacings):
#[p, t, be, bd]=msh.create_msh_bgm("bgmesh"+str(j))
[p, t, be, bd]=msh.read_gmsh("bgmesh"+str(j)+".msh")
# LINEAR FINITE ELEMENTS
# Compute the discretized system:
A_lin = FEM.stiffness(p, t); # stiffness-matrix
F_lin = FEM.load(p, t, 3, f); # load-vector
# degrees of freedom
dof[j] = p.shape[0]
# solve system with Dirichtlet boundary conditions
u_n = FEM.solve_d0(p, t, bd, A_lin, F_lin)
# LINEAR FINITE ELEMENTS
lun_lin = np.dot(u_n,F_lin); # value of l(u_n)
en_lin = lu-sqrt(abs(lun_lin)); # energy norm of error vector
discret_err_bgm[j] = en_lin;
print
print "energy error with the background mesh"
print discret_err_bgm
# ploting energy error distribution
plt.loglog(dof_reg, discret_err_reg,':*', label='energy error - regular mesh')
plt.loglog(dof, discret_err_bgm,':*', label='energy error - bgm')
plt.title('energy error depending on degrees of freedom')
plt.legend(loc=1)
plt.show()
# Visualization of the solution
FEM.plot(p, t, u_n); # approximated solution
plt.show()
### ### ### Script that Produces the plots ### ### in 3f) and 3h) ### ### ### ###-----------------------------------------------------------### # First call the module meshes.py import meshes as msh import numpy as np import matplotlib.pyplot as plt # Get the p and t arrays for the file of unstructured mesh of the square # generated by gmsh file='square_mesh.msh' mesh1=msh.read_gmsh(file) p1=mesh1[0] t1=mesh1[1] #Name of the file of the output plot file='unstructured.png' title='Unstructured mesh' msh.show(p1,t1,file,title) # Get the p and t arrays for the regular mesh of the square of side 1 # For structured meshes the value of h0 is not arbitrary, as it has to fit # a integer number of 1-dimensional elements in each border, the closest # h0 to 0.01 that fullfill that is h0=np.sqrt(2)/14=0.10101.... a=1 h0=np.sqrt(2)/14 mesh2=msh.grid_square(a,h0) p2=mesh2[0]
import meshes as mesh
import FEM as fem
import scipy.sparse as sp
import numpy as np
import scipy.sparse.linalg as spla
print('comparing mesh sizes (4a)')
p,t,be=mesh.read_gmsh('bgmesh0.msh')
print(len(p))
p,t,be=mesh.read_gmsh('bgmesh1.msh')
print(len(p))
def main(msh,n):
p,t,be=mesh.read_gmsh(msh)
h=mesh.max_mesh_width(p,t)
IN=fem.interiorNodes(p,t,be)
S=fem.stiffness(p,t)
M=fem.mass(p,t)
L=fem.load(p,t,n,lambda x,y:1)
S=S.tocsr()
M=M.tocsr()
L=L.tocsr()
#neumannnodes
N=np.zeros(len(p))
j=0
for i in range (0,len(p)):
if (p[i,0]==-1 or p[i,0]==1):
if 1>p[i,1] and p[i,1]>=0:
N[j]=i
j=j+1
