Finite Element Analysis
Project description
FElupe - Finite Element Analysis
FElupe is a Python 3.6+ finite element analysis package focussing on the formulation and numerical solution of nonlinear problems in continuum mechanics of solid bodies. Its name is a combination of FE (finite element) and the german word Lupe (magnifying glass) as a synonym for getting a little insight how a finite element analysis code looks like under the hood.
Installation
Install Python, fire up a terminal and run
pip install felupe[all]
where [all]
installs all optional dependencies. By default, FElupe does not require numba
and sparse
. In order to make use of all features of FElupe, it is suggested to install all optional dependencies.
Hello, FElupe!
A quarter model of a solid cube with hyperelastic material behavior is subjected to a uniaxial elongation applied at a clamped end-face. This involves the creation of a mesh, a region and a displacement field. Furthermore, the boundary conditions are created by a template for a uniaxial loadcase. The material behavior is defined through a FElupe-built-in Neo-Hookean material formulation. Inside a Newton-Rhapson procedure, the internal force vector and the tangent stiffness matrix are generated by assembling both linear and bilinear forms of static equilibrium. Finally, the solution of the incremental displacements is calculated und updated until convergence is reached. For more details beside this high-level code snippet, please have a look at the documentation.
import felupe as fe
# create a hexahedron-region on a cube
region = fe.RegionHexahedron(fe.Cube(n=11))
# add a displacement field and apply a uniaxial elongation on the cube
displacement = fe.Field(region, dim=3)
boundaries, dof0, dof1, ext0 = fe.dof.uniaxial(displacement, move=0.2, clamped=True)
# define the constitutive material behavior
umat = fe.NeoHooke(mu=1.0, bulk=2.0)
# newton-rhapson procedure
res = fe.newtonrhapson(displacement, umat=umat, dof1=dof1, dof0=dof0, ext0=ext0)
# save result
fe.save(region, res.x, filename="result.vtk")
Documentation
The documentation is located here.
Changelog
All notable changes to this project will be documented in this file. The format is based on Keep a Changelog, and this project adheres to Semantic Versioning.
[Unreleased]
[1.5.0] - 2021-11-29
Added
- Add kwargs of
field.extract()
tofun
andjac
ofnewtonrhapson
.
Changed
- Set default number of
threads
inMatadiMaterial
tomultiprocessing.cpu_count()
. - Moved documentation to Read the Docs (Sphinx).
Fixed
- Fix
dim
in calculation of reaction forces (tools.force
) forFieldMixed
. - Fix calculation of reaction moments (
tools.moment
) forFieldMixed
.
[1.4.0] - 2021-11-15
Added
- Add
mask
argument toBoundary
for the selection of user-defined points. - Add
shear
loadcase. - Add a wrapper for
matadi
materials asMatadiMaterial
. - Add
verbose
andtiming
arguments tonewtonrhapson
.
Fixed
- Obtain internal
dim
from Field in calculation of reaction forcetools.force
. - Fix
math.dot
for combinations of rank 1 (vectors), rank 2 (matrices) and rank 4 tensors.
[1.3.0] - 2021-11-02
Changed
- Rename
mesh.as_discontinous()
tomesh.disconnect()
. - Rename
constitution.Mixed
toconstitution.ThreeFieldVariation
. - Rename
unstack
tooffsets
as return of dof-partition and all subsequent references. - Import tools (
newtonrhapson
,project
,save
) and constitution (NeoHooke
,LinearElastic
andThreeFieldVariation
) to FElupe's namespace. - Change minimal README-example to a high-level code snippet and refer to docs for details.
[1.2.0] - 2021-10-31
Added
- Add template regions, i.e. a region with a
Hexahedron()
element and a quadrature schemeGaussLegendre(order=1, dim=3)
asRegionHexahedron
, etc. - Add biaxial and planar loadcases (like uniaxial).
- Add a minimal README-example (Hello FElupe!).
Changed
- Deactivate clamped boundary (
clamped=False
) as default option for uniaxial loadingdof.uniaxial
.
[1.1.0] - 2021-10-30
Added
- Add inverse quadrature method
quadrature.inv()
for Gauss-Legendre schemes. - Add discontinous representation of a mesh as mesh method
mesh.as_discontinous()
. - Add
tools.project()
to project (and average) values at quadrature points to mesh points.
Changed
- Removed
quadpy
dependency and use built-in polynomials ofnumpy
for Gauss-Legendre calculation.
Fixed
- Fix typo in first shear component of
math.tovoigt()
function. - Fix wrong stress projection in
tools.topoints()
due to different quadrature and cell ordering.
[1.0.1] - 2021-10-19
Fixed
- Fix import of dof-module if
sparse
is not installed.
[1.0.0] - 2021-10-19
Added
- Start using a Changelog.
- Added docstrings for essential classes, methods and functions.
- Add array with point locations for all elements.
Changed
- Rename element methods (from
basis
tofunction
and frombasisprime
togradient
). - Make constitutive materials more flexible (allow material parameters to be passed at stress and elasticity evaluation
umat.gradient(F, mu=1.0)
). - Rename
ndim
todim
. - Simplify element base classes.
- Speed-up calculation of indices (rows, cols) for Fields and Forms (about 10x faster now).
- Update
test_element.py
according to changes in element methods.
Removed
- Automatic check if the gradient of a region can be calculated based on the dimensions. The
grad
argument inregion(grad=False)
has to be enforced by the user.
License
FElupe - finite element analysis (C) 2021 Andreas Dutzler, Graz (Austria).
This program 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.
This program 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 this program. If not, see https://www.gnu.org/licenses/.
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