Source code for felupe.mechanics._pointload

# -*- coding: utf-8 -*-
"""
This file is part of FElupe.

FElupe is free software: you can redistribute it and/or modify
it under the terms of the GNU General Public License as published by
the Free Software Foundation, either version 3 of the License, or
(at your option) any later version.

FElupe is distributed in the hope that it will be useful,
but WITHOUT ANY WARRANTY; without even the implied warranty of
MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE.  See the
GNU General Public License for more details.

You should have received a copy of the GNU General Public License
along with FElupe.  If not, see <http://www.gnu.org/licenses/>.
"""

import numpy as np
from scipy.sparse import csr_matrix

from ._helpers import Assemble, Results


[docs] class PointLoad: r"""A point load with methods for the assembly of sparse vectors/matrices, applied on the n-th field. Parameters ---------- field : FieldContainer A field container with fields created on a region. points : list of int A list with point ids where the values are applied. values : float or array_like or None, optional Values at points (default is None). If None, the values are set to zero. apply_on : int, optional The n-th field on which the point load is applied (default is 0). axisymmetric : bool, optional A flag to multiply the assembled vector and matrix by a scaling factor of :math:`2 \pi` (default is False). Examples -------- .. pyvista-plot:: :force_static: >>> import felupe as fem >>> >>> mesh = fem.mesh.Line(n=3) >>> element = fem.element.Line() >>> quadrature = fem.GaussLegendre(order=1, dim=1) >>> >>> region = fem.Region(mesh, element, quadrature) >>> field = fem.FieldContainer([fem.Field(region, dim=1)]) >>> >>> load = fem.PointLoad(field, [1, 2], values=[[3], [5]]) >>> >>> vector = load.assemble.vector() >>> vector.toarray() array([[0.], [3.], [5.]]) """ def __init__(self, field, points, values=None, apply_on=0, axisymmetric=False): self.field = field self.points = points if values is None: self.values = 0 else: self.values = values self.apply_on = apply_on self.axisymmetric = axisymmetric self.results = Results() self.assemble = Assemble( vector=self._vector, matrix=self._matrix, multiplier=-1.0 )
[docs] def update(self, values): self.__init__(self.field, self.points, values, self.apply_on, self.axisymmetric)
def _vector(self, field=None, parallel=False): if field is not None: self.field = field force = [np.zeros_like(f.values) for f in self.field.fields] force[self.apply_on][self.points] += self.values if self.axisymmetric: mesh_points = self.field[0].region.mesh.points radius = mesh_points[self.points, 1].reshape(-1, 1) force[self.apply_on][self.points] *= 2 * np.pi * radius self.results.force = csr_matrix( np.concatenate([f.ravel() for f in force]).reshape(-1, 1) ) return self.results.force def _matrix(self, field=None, parallel=False): if field is not None: self.field = field n = np.sum(self.field.fieldsizes) self.results.stiffness = csr_matrix(([0.0], ([0], [0])), shape=(n, n)) return self.results.stiffness
[docs] def plot( self, plotter=None, color="red", scale=0.125, **kwargs, ): "Plot the point load." mesh = self.field.region.mesh if plotter is None: plotter = mesh.plot() if len(self.points) > 0: points = np.pad(mesh.points, ((0, 0), (0, 3 - mesh.dim))) magnitude = min(mesh.points.max(axis=0) - mesh.points.min(axis=0)) * scale values = np.atleast_2d(self.values) skip = np.zeros(3, dtype=bool) skip[values.shape[1] :] = True if values.shape[1] > 1: skip[:values.shape[1]][np.isclose(values, 0).all(axis=0)] = True for a, (skip_axis, direction) in enumerate(zip(skip, np.eye(3))): d = np.broadcast_to(direction.reshape(1, 3), points[self.points].shape) if not skip_axis: _ = plotter.add_arrows( points[self.points], direction=d * np.sign(values[0, a]), mag=magnitude, color=color, **kwargs, ) return plotter