Esempio n. 1
0
######################################################
nelements1 = len(grid1) - 1
nelements2 = len(grid2) - 1
nbasis1 = len(knots1) - p1 - 1
nbasis2 = len(knots2) - p2 - 1

# we need the value a B-Spline and its first derivative
nderiv = 1

# create the gauss-legendre rule, on [-1, 1]
u1, w1 = gauss_legendre(p1)
u2, w2 = gauss_legendre(p2)

# for each element on the grid, we create a local quadrature grid
points1, weights1 = quadrature_grid(grid1, u1, w1)
points2, weights2 = quadrature_grid(grid1, u1, w2)

# for each element and a quadrature points,
# we compute the non-vanishing B-Splines
basis1 = basis_ders_on_quad_grid(knots1, p1, points1, nderiv)
basis2 = basis_ders_on_quad_grid(knots2, p2, points2, nderiv)

#Start a time
import time
start = time.time()
#######################################################
stiffness = zeros((nbasis1, nbasis1, nbasis2, nbasis2))
stiffness = assemble_stiffness((nelements1, nelements2), (p1, p2),
                               (spans1, spans2), (basis1, basis2),
                               (weights1, weights2), (points1, points2),
Esempio n. 2
0
# ==========================================================


knots = make_knots(grid, p, periodic=False)
spans = elements_spans(knots, p)    
nelements = len(grid) - 1
nbasis    = len(knots) - p - 1

# we need the value a B-Spline and its first derivative
nderiv = 1

# create the gauss-legendre rule, on [-1, 1]
u, w = gauss_legendre( p )

# for each element on the grid, we create a local quadrature grid
points, weights = quadrature_grid( grid, u, w )

# for each element and a quadrature points, 
# we compute the non-vanishing B-Splines
basis = basis_ders_on_quad_grid( knots, p, points, nderiv )
stiffnessM = zeros((nbasis, nbasis))
stiffnessM = assemble_stiffnessM(nelements, p, spans, basis, weights, points, matrix=stiffnessM)
stiffnessN = zeros((nbasis, nbasis))
stiffnessN = assemble_stiffnessN(nelements, p, spans, basis, weights, points, matrix=stiffnessN)

f = lambda x: 1
rhs = zeros(nbasis)
rhs = assemble_rhs(f, nelements, p, spans, basis, weights, points, rhs=rhs)

# apply homogeneous dirichlet boundary conditions
#-----------------------------------------------