fastfem.elements
¶
LinearSimplex2D
¶
Bases: Element2D
A triangular isparametric element with a 3-dimensional shape function space - one for each vertex.
Source code in fastfem/elements/linear_simplex2d.py
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LinearSimplexMesh2D
¶
Bases: StaticElement2D
Source code in fastfem/elements/linear_simplex_mesh2d.py
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to_atomstack(field)
¶
Takes a field from the Mesh basis into the atom (LinearSimplex2D) field,
where the field on each element i
of the mesh corresponds to
atomstack.stack[i,...]
. That is, the basis shape becomes (3,), while an
axis of size num_elements
is prepended to the stack shape.
Parameters:
-
field
(Field
) –The field to convert.
Returns:
-
Field
(Field
) –The field as represented by a stack of LinearSimplex2D fields.
Source code in fastfem/elements/linear_simplex_mesh2d.py
from_atomstack_accumulate(field)
¶
Takes a field stack from the atomic (LinearSimplex2D) bases into the Mesh basis,
where the field on each element i
of the mesh corresponds to
atomstack.stack[i,...]
. The leading stack component is contracted. Repeated
nodes are added, so this method is used to add integrals of shape functions.
Parameters:
-
field
(Field
) –The field to convert.
Returns:
-
Field
(Field
) –The field in the mesh basis.
Source code in fastfem/elements/linear_simplex_mesh2d.py
SpectralElement2D
¶
Bases: Element2D
A spectral element in 2 dimensions of order N, leading to (N+1)^2 nodes. GLL quadrature is used to diagonalize the mass matrix.
Source code in fastfem/elements/spectral_element2d.py
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basis_shape()
¶
Returns a tuple representing the shape of the array corresponding to the
basis coefficients. A scalar field f
, given as an array is expected to have
shape f.shape == element.basis_shape()
Source code in fastfem/elements/spectral_element2d.py
reference_element_position_field()
¶
The position field of the reference (un-transformed) element. This is a vector field.
Returns:
-
Field
(Field
) –An array of shape
(*element.basis_shape(), 2)
Source code in fastfem/elements/spectral_element2d.py
lagrange_poly1D(deriv_order=0)
¶
Returns the polynomial coefficients P[i,k]
, where
$\frac{d^{r}}{dx^{r}} L_{i}(x) = \sum_k P[i,k] x^k$ with $r$ as deriv_order
.
deriv_order (default 0)
Parameters:
-
deriv_order
(int
, default:0
) –The order $r$ of the derivative. This is expected to be an integer between 0 (inclusive) and degree+1 (exclusive), but this check is not done. Defaults to 0.
Returns:
-
NDArray
–np.ndarray: The coefficient array
P[i,k]
which is of shape -
NDArray
–(degree + 1, degree + 1 - deriv_order)
Source code in fastfem/elements/spectral_element2d.py
locate_point(pos_field, posx, posy, tol=1e-08, dmin=1e-07, max_iters=1000, def_grad_badness_tol=0.0001, ignore_out_of_bounds=False, char_x=None, char_y=None)
¶
Attempts to find the local coordinates corresponding to the given global coordinates (posx,posy). Returns (local_pt,success). If a point is found, the returned value is ((x,y),True), with local coordinates (x,y). Otherwise, there are two cases: - ((x,y),False) is returned when descent leads out of the domain. A step is forced to stay within the local domain (max(|x|,|y|) <= 1), but if a constrained minimum is found on an edge with a descent direction pointing outwards, that point is returned. If ignore_out_of_bounds is true, the interior checking does not occur. - ((x,y),False) is returned if a local minimum is found inside the domain, but the local->global transformation is too far. This should technically not occur if the the deformation gradient stays nonsingular, but in the case of ignore_out_of_bounds == True, the everywhere-invertibility may not hold.
The initial guess is chosen as the closest node, and a Newton-Raphson step is used along-side a descent algorithm. tol is the stopping parameter triggering when the error function (ex^2 + ey^2)/2 < tol in global coordinates. dmin is the threshold for when a directional derivative is considered zero, providing the second stopping criterion.
def_grad_badness_tol parameterizes how poorly shaped the element is locally. If the coordinate vectors line up close enough, or one of the vectors gets too small, we can catch that with the expression (abs(det(def_grad)) < def_grad_badness_tolchar_xchar_y ), and raise an exception. Here, char_x and char_y are characteristic lengths of the element, and are calculated from pos_field when not defined.
Parameters:
-
pos_field
(ndarray
) –an array representing the positions of the element nodes. This is of the shape
(*basis_shape,2)
. -
posx
(float
) –the x coordinate in global coordinates to find.
-
posy
(float
) –the y coordinate in global coordinates to find.
-
tol
(float
, default:1e-08
) –Tolerance of the error function. Defaults to 1e-8.
-
dmin
(float
, default:1e-07
) –The largest size of the gradient for a point to be considered a local minimum. If the descent direction r dotted with the gradient of the error function is less than dmin, then the local minimum condition is met (If the gradient points out of the domain then the dot product may be zero). Defaults to 1e-7.
-
max_iters
(int
, default:1000
) –The maximum number of iterations taken. Terminates afterwards, returning ((x,y),False).
-
def_grad_badness_tol
(float
, default:0.0001
) –The minimum allowable badness parameter, after which an error is raised. Defaults to 1e-4.
-
ignore_out_of_bounds
(bool
, default:False
) –Whether or not descent directions can point outside of the domain. If False, then locate_point stays within the element. Defaults to False.
-
char_x
(float | None
, default:None
) –characteristic x-length of the element. When not set, a characteristic value is computed from pos_field, set to approximately the largest length curve of the position field along constant local y. Defaults to None.
-
char_y
(float | None
, default:None
) –characteristic y-length of the element. When not set, a characteristic value is computed from pos_field, set to approximately the largest length curve of the position field along constant local x. Defaults to None.
Raises:
-
DeformationGradient2DBadnessException
–if the element is poorly shaped.
Returns:
-
ndarray
–tuple[tuple[float,float],bool]: ((x,y),success), where success is true
-
bool
–if the error function is less than tol.
Source code in fastfem/elements/spectral_element2d.py
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lagrange_eval1D(deriv_order, lag_index=None, x=None)
¶
Calculates the derivative $[(\frac{\partial d}{dx})^{deriv_order} L_{lag_index}(x)]_{x}$
Note that "lagrange" refers to the lagrange interpolation polynomial, not lagrangian coordinates. This is a one-dimension helper function.
deriv_order is taken as an integer.
lag_index and x must be broadcastable to the same shape, following standard numpy broadcasting rules.
Since the polynomial coefficient matrix is indexed by lag_index, that is, P[lag_index,:] is stored, it is advised that lag_index should not have more than one element per index. In other words, lag_index should be some subset, reshaping, and/or permutation of arange().
Parameters:
-
deriv_order
(int
) –the order of the derivative to compute
-
lag_index
(ArrayLike | None
, default:None
) –an array of indices for sampling the Lagrange polynomials. If None, then
np.arange(degree+1)[:,...]
is used. Defaults to None. -
x
(ArrayLike | None
, default:None
) –an array of points to sample the Lagrange polynomials. If None, then
self.knots
is used, and lag_index is treated as having an extra axis at the end. That is, the returned array has shape (*lag_index.shape, len(self.knots)). Defaults to None.
Returns:
-
NDArray
(NDArray
) –the result of the evaluation.