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.. _PlasticityMFront:
======================================================================
Elasto-plastic analysis implemented using the `MFront` code generator
======================================================================
This numerical tour has been written in collaboration with **Thomas Helfer** (thomas.helfer@cea.fr), MFront's main developper.
-------------
Introduction
-------------
This example is concerned with the incremental analysis of an elasto-plastic
von Mises material. The behaviour is implemented using the code generator
tool `MFront` [HEL2015]_ (see http://tfel.sourceforge.net). The behaviour integration
is handled by the `MFrontGenericInterfaceSupport` project (see
https://github.com/thelfer/MFrontGenericInterfaceSupport) which
allows to load behaviours generated by `MFront` and handle the behaviour integration.
Other information concerning FEniCS binding in `MFront` can be found at
https://thelfer.github.io/mgis/web/FEniCSBindings.html, in particular binding
through the C++ interface and inspired by the `Fenics Solid Mechanics project `_
is discussed.
The considered example is exactly the same as the pure FEniCS tutorial :ref:`vonMisesPlasticity` so
that both implementations can be compared. Many implementation steps are
common to both demos and will not be discussed again here, the reader can refer
to the previous tutorial for more details. The sources can be downloaded from
:download:`plasticity_mfront.zip`.
Let us point out that a pure FEniCS implementation was possible **only for this specific constitutive law**,
namely von Mises plasticity with isotropic linear hardening, since the return mapping step
is analytical in this case and can be expressed using simple UFL operators. The use of `MFront`
can therefore make it possible to consider more complex material laws. Indeed, one only has to change
the names of the behaviour and library generated by `MFront` to change the material behaviours, which
can be arbitraly complex (although limited to small strains). This will be illustrated in forthcoming tutorials.
Interested users may have a look at the examples of the `MFront` gallery to have a small overview of
`MFront` abilities: http://tfel.sourceforge.net/gallery.html
-------------
Prerequisites
-------------
In order to run this numerical tour, you must first install the TFEL library on which `MFront`
is built as well as MGIS (`MFrontGenericInterfaceSupport`). Please note that development
versions are used for now.
To proceed with the installation, we provide the following installation shell script :download:`install.sh`.
Before running it, please install the necessary prerequisites mentioned in the script, e.g. on Ubuntu run::
> sudo apt-get install cmake libboost-all-dev g++ gfortran
> sudo apt-get install git libqt5svg5-dev qtwebengine5-dev
> sudo apt-get install python3-matplotlib
Once the installation script finished installing TFEL and MGIS, you can use MGIS by running the
following command::
> source /codes/mgis/master/install/env.sh
in which ```` is the installation directory you have chosen.
As recalled later in the tutorial, the MFront behaviour file must first be compiled before running
this Python script. The compilation command is::
> mfront --obuild --interface=generic IsotropicLinearHardeningPlasticity.mfront
-----------------
Problem position
-----------------
The present implementation will heavily rely on ``Quadrature`` elements to represent
previous and current stress states, internal state variables (cumulated
equivalent plastic strain :math:`p` in the present case) as well as components
of the tangent stiffness matrix. The use of ``quadrature`` representation is therefore
still needed to circumvent the known issue with ``uflacs``::
from __future__ import print_function
from dolfin import *
import numpy as np
parameters["form_compiler"]["representation"] = 'quadrature'
import warnings
from ffc.quadrature.deprecation import QuadratureRepresentationDeprecationWarning
warnings.simplefilter("once", QuadratureRepresentationDeprecationWarning)
In order to bind `MFront` behaviours with FEniCS Python interface we will first load
the `MFrontGenericInterfaceSupport` Python package named ``mgis`` and more precisely
the ``behaviour`` subpackage::
import mgis.behaviour as mgis_bv
As before, we load a ``Gmsh`` generated mesh representing a portion of a thick cylinder::
Re, Ri = 1.3, 1. # external/internal radius
mesh = Mesh("thick_cylinder.xml")
facets = MeshFunction("size_t", mesh, "thick_cylinder_facet_region.xml")
ds = Measure('ds')[facets]
We now define appropriate function spaces. Standard CG-space of degree 2 will still be used
for the displacement whereas various Quadrature spaces are considered for:
* stress/strain-like variables (represented here as 4-dimensional vector since the :math:`zz` component must be considered in the plane strain plastic behaviour)
* scalar variables for the cumulated plastic strain
* the consistent tangent matrix represented here as a tensor of shape 4x4
As in the previous tutorial a ``degree=2`` quadrature rule (i.e. 3 Gauss points)
will be used. In the end, the total number of Gauss points in the mesh is retrieved
as it will be required to instantiate `MFront` objects (note that it can be obtained
from the dimension of the Quadrature function spaces or computed from the number of
mesh cells and the chosen quadrature degree)::
deg_u = 2
deg_stress = 2
stress_strain_dim = 4
V = VectorFunctionSpace(mesh, "CG", deg_u)
# Quadrature space for sigma
We = VectorElement("Quadrature", mesh.ufl_cell(), degree=deg_stress,
dim=stress_strain_dim, quad_scheme='default')
W = FunctionSpace(mesh, We)
# Quadrature space for p
W0e = FiniteElement("Quadrature", mesh.ufl_cell(), degree=deg_stress, quad_scheme='default')
W0 = FunctionSpace(mesh, W0e)
# Quadrature space for tangent matrix
Wce = TensorElement("Quadrature", mesh.ufl_cell(), degree=deg_stress,
shape=(stress_strain_dim, stress_strain_dim),
quad_scheme='default')
WC = FunctionSpace(mesh, Wce)
# get total number of gauss points
ngauss = W0.dim()
Various functions are defined to keep track of the current internal state (stresses,
current strain estimate, cumulative plastic strain and cpnsistent tangent matrix)
as well as the previous displacement, current displacement estimate and current iteration correction::
# Define functions based on Quadrature spaces
sig = Function(W, name="Current stresses")
sig_old = Function(W)
Eps1 = Function(W, name="Current strain increment estimate at the end of the end step")
Ct = Function(WC, name="Consistent tangent operator")
p = Function(W0, name="Cumulative plastic strain")
p_old = Function(W0)
u = Function(V, name="Displacement at the beginning of the time step")
u1 = Function(V, name="Current displacement estimate at the end of the end step")
du = Function(V, name="Iteration correction")
v = TrialFunction(V)
u_ = TestFunction(V)
----------------------------------------------------
Material constitutive law definition using `MFront`
----------------------------------------------------
We now define the material. First let us make a rapid description of some classes
and functions introduced by the `MFrontGenericInterface` project that will be helpful for this
tutorial:
* the ``Behaviour`` class handles all the information about a specific
`MFront` behaviour. It is created by the ``load`` function which takes
the path to a library, the name of a behaviour and a modelling
hypothesis.
* the ``MaterialDataManager`` class handles a bunch of integration points.
It is instantiated using an instance of the ``Behaviour`` class and the
number of integration points [#]_. The ``MaterialDataManager`` contains
various interesting members:
- ``s0``: data structure of the ``MaterialStateManager`` type which stands for the material state at the beginning of the time step.
- ``s1``: data structure of the ``MaterialStateManager`` type which stands for the material state at the end of the time step.
- ``K``: a ``numpy`` array containing the consistent tangent operator at each integration points.
* the ``MaterialStateManager`` class describe the state of a material. The
following members will be useful in the following:
- ``gradients``: a numpy array containing the value of the gradients
at each integration points. The number of components of the
gradients at each integration points is given by the
``gradients_stride`` member.
- ``thermodynamic_forces``: a numpy array containing the value of the
thermodynamic forces at each integration points. The number of
components of the thermodynamic forces at each integration points
is given by the ``thermodynamic_forces_stride`` member.
- ``internal_state_variables``: a numpy array containing the value of the
internal state variables at each integration points. The number of
internal state variables at each integration points is given by the
``internal_state_variables_stride`` member.
* the ``setMaterialProperty`` and ``setExternalStateVariable`` functions can
be used to set the value a material property or a state variable
respectively.
* the ``update`` function updates an instance of the
``MaterialStateManager`` by copying the state ``s1`` at the end of the
time step in the state ``s0`` at the beginning of the time step.
* the ``revert`` function reverts an instance of the
``MaterialStateManager`` by copying the state ``s0`` at the beginning of
the time step in the state ``s1`` at the end of the time step.
* the ``integrate`` function triggers the behaviour integration at each
integration points. Various overloads of this function exist. We will
use a version taking as argument a ``MaterialStateManager``, the time
increment and a range of integration points.
In the present case, we compute a plane strain von Mises plasticity with isotropic
linear hardening. The material behaviour is implemented in the :download:`IsotropicLinearHardeningPlasticity.mfront` file
which must first be compiled to generate the appropriate librairies as follows::
> mfront --obuild --interface=generic IsotropicLinearHardeningPlasticity.mfront
We can then setup the ``MaterialDataManager``::
# Defining the modelling hypothesis
h = mgis_bv.Hypothesis.PlaneStrain
# Loading the behaviour
b = mgis_bv.load('src/libBehaviour.so','IsotropicLinearHardeningPlasticity',h)
# Setting the material data manager
m = mgis_bv.MaterialDataManager(b, ngauss)
# elastic parameters
E = 70e3
nu = 0.3
# yield strength
sig0 = 250.
Et = E/100.
# hardening slope
H = E*Et/(E-Et)
for s in [m.s0, m.s1]:
mgis_bv.setMaterialProperty(s, "YoungModulus", E)
mgis_bv.setMaterialProperty(s, "PoissonRatio", nu)
mgis_bv.setMaterialProperty(s, "HardeningSlope", H)
mgis_bv.setMaterialProperty(s, "YieldStrength", sig0)
mgis_bv.setExternalStateVariable(s, "Temperature", 293.15)
Boundary conditions and external loading are defined as before along with the
analytical limit load solution::
bc = [DirichletBC(V.sub(1), 0, facets, 1), DirichletBC(V.sub(0), 0, facets, 3)]
n = FacetNormal(mesh)
q_lim = float(2/sqrt(3)*ln(Re/Ri)*sig0)
loading = Expression("-q*t", q=q_lim, t=0, degree=2)
def F_ext(v):
return loading*dot(n, v)*ds(4)
--------------------------------------------
Global problem and Newton-Raphson procedure
--------------------------------------------
Before writing the global Newton system, we first define the strain measure
function ``eps_MFront`` consistent with the `MFront` conventions (see
http://tfel.sourceforge.net/tensors.html for details). We also define the custom
quadrature measure and the projection function onto Quadrature spaces::
def eps_MFront(v):
e = sym(grad(v))
return as_vector([e[0, 0], e[1, 1], 0, sqrt(2)*e[0, 1]])
metadata = {"quadrature_degree": deg_stress, "quadrature_scheme": "default"}
dxm = dx(metadata=metadata)
def local_project(v, V, u=None):
"""
projects v on V with custom quadrature scheme dedicated to
FunctionSpaces V of `Quadrature` type
if u is provided, result is appended to u
"""
dv = TrialFunction(V)
v_ = TestFunction(V)
a_proj = inner(dv, v_)*dxm
b_proj = inner(v, v_)*dxm
solver = LocalSolver(a_proj, b_proj)
solver.factorize()
if u is None:
u = Function(V)
solver.solve_local_rhs(u)
return u
else:
solver.solve_local_rhs(u)
return
The bilinear form of the global problem is obtained using the consistent tangent
matrix ``Ct`` and the `MFront` strain measure, whereas the right-hand side consists of
the residual between the internal forces associated with the current
stress state ``sig`` and the external force vector. ::
a_Newton = inner(eps_MFront(v), dot(Ct, eps_MFront(u_)))*dxm
res = -inner(eps_MFront(u_), sig)*dxm + F_ext(u_)
Before defining the Newton-Raphson loop, we set up the output file and appropriate
FunctionSpace (here piecewise constant) and Function for output of the equivalent
plastic strain since XDMF output does not handle Quadrature elements::
file_results = XDMFFile("plasticity_results.xdmf")
file_results.parameters["flush_output"] = True
file_results.parameters["functions_share_mesh"] = True
P0 = FunctionSpace(mesh, "DG", 0)
p_avg = Function(P0, name="Plastic strain")
The tangent stiffness is also initialized with the elasticity matrix::
it = mgis_bv.IntegrationType.PredictionWithElasticOperator
mgis_bv.integrate(m, it, 0, 0, m.n);
Ct.vector().set_local(m.K.flatten())
Ct.vector().apply("insert")
The main difference with respect to the pure FEniCS implementation of the previous
tutorial is that `MFront` computes the current stress state and stiffness matrix
(``integrate`` method) based on the value of the total strain which is computed
from the total displacement estimate ``u1``. The associated strain is projected
onto the appropriate Quadrature function space so that its array of values at all
Gauss points is given to `MFront` via the ``m.s1.gradients`` attribute. The flattened
array of stress and tangent stiffness values are then used to update the current
stress and tangent stiffness variables. The cumulated plastic strain is also
retrieved from the ``internal_state_variables`` attribute (:math:`p` being the last
column in the present case). At the end of the iteration loop, the material
behaviour and the previous displacement variable are updated::
Nitermax, tol = 200, 1e-8 # parameters of the Newton-Raphson procedure
Nincr = 20
load_steps = np.linspace(0, 1.1, Nincr+1)[1:]**0.5
results = np.zeros((Nincr+1, 2))
for (i, t) in enumerate(load_steps):
loading.t = t
A, Res = assemble_system(a_Newton, res, bc)
nRes0 = Res.norm("l2")
nRes = nRes0
u1.assign(u)
print("Increment:", str(i+1))
niter = 0
while nRes/nRes0 > tol and niter < Nitermax:
solve(A, du.vector(), Res, "mumps")
# update the current estimate of the displacement at the end of the time step
u1.assign(u1+du)
# compute the current estimate of the strain at the end of the
# time step using `MFront` conventions
local_project(eps_MFront(u1), W, Eps1)
# copy the strain values to `MGIS`
m.s1.gradients[:, :] = Eps1.vector().get_local().reshape((m.n, stress_strain_dim))
# integrate the behaviour
it = mgis_bv.IntegrationType.IntegrationWithConsitentTangentOperator
mgis_bv.integrate(m, it, 0, 0, m.n);
# getting the stress and consistent tangent operator back to
# the FEniCS world.
sig.vector().set_local(m.s1.thermodynamic_forces.flatten())
sig.vector().apply("insert")
Ct.vector().set_local(m.K.flatten())
Ct.vector().apply("insert")
# retrieve cumulated plastic strain values
p.vector().set_local(m.s1.internal_state_variables[:, -1])
p.vector().apply("insert")
# solve Newton system
A, Res = assemble_system(a_Newton, res, bc)
nRes = Res.norm("l2")
print(" Residual:", nRes)
niter += 1
# update the displacement for the next increment
u.assign(u1)
# update the material
mgis_bv.update(m)
# postprocessing results
file_results.write(u, t)
p_avg.assign(project(p, P0))
file_results.write(p_avg, t)
results[i+1, :] = (u(Ri, 0)[0], t)
import matplotlib.pyplot as plt
plt.plot(results[:, 0], results[:, 1], "-o")
plt.xlabel("Displacement of inner boundary")
plt.ylabel(r"Applied pressure $q/q_{lim}$")
plt.show()
.. note::
Note that we defined the cumulative plastic strain variable :math:`p` in FEniCS
only for post-processing purposes. In fact, FEniCS deals only with the global equilibrium
whereas `MFront` manages the history of internal state variables, so that this variable
would not have been needed if we were not interested in post-processing it.
-------------------------
Results and future works
-------------------------
We can verify that the convergence of the Newton-Raphson procedure is extremely similar
between the `MFront`-based implementation and the pure FEniCS one, the same number of
iterations per increment is obtained along with close values of the residual.
**Total computing time** took approximately:
* 5.9s for the present `MFront` implementation against
* 6.8s for the previous FEniCS-only implementation
Several points need to be mentioned regarding this implementation efficiency:
* MGIS can handle parallel integration of the constitutive law which has not been used
for the present computation
* the present approach can be improved by letting MGIS reuse the memory already allocated
by FEniCS which will reduce information transfer times and memory consumption
* extension to large strains is a work in progress
* this FEniCS/MGIS coupling will make it possible, in a near future, to test in a rapid
manner generalized constitutive laws (higher-order theories, phase-field) and/or
multiphysics couplings
------------
References
------------
.. [HEL2015] Helfer, Thomas, Bruno Michel, Jean-Michel Proix, Maxime
Salvo, Jérôme Sercombe, and Michel Casella. 2015. *Introducing the
Open-Source Mfront Code Generator: Application to Mechanical
Behaviours and Material Knowledge Management Within the PLEIADES
Fuel Element Modelling Platform.* Computers & Mathematics with
Applications. .
.. [#] Note that an instance of MaterialDataManager keeps a reference to the behaviour
which has been used for its initialization: the user must ensure that this behaviour
outlives the instance of the MaterialDataManager, otherwise memory corruption may occur.