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rAKA/examples/c++/solid_mechanics_cohesive_model/cohesive_intrinsic/README.rst
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cohesive_intrinsic (2D)
'''''''''''''''''''''''
:Sources:
.. collapse:: cohesive_intrinsic.cc (click to expand)
.. literalinclude:: examples/c++/solid_mechanics_cohesive_model/cohesive_intrinsic/cohesive_intrinsic.cc
:language: c++
:lines: 20-
.. collapse:: material.dat (click to expand)
.. literalinclude:: examples/c++/solid_mechanics_cohesive_model/cohesive_intrinsic/material.dat
:language: text
:Location:
``examples/c++/solid_mechanics_cohesive_model/`` `cohesive_intrinsic <https://gitlab.com/akantu/akantu/-/blob/master/examples/c++/solid_mechanics_cohesive_model/cohesive_intrinsic/>`_
In ``cohesive_intrinsic``, an example of intrinsic cohesive elements is shown.
An intrinsic simulation is initialized by setting the ``_is_extrinsic`` argument of ``model.initFull`` to ``false``::
model.initFull(_analysis_method = _explicit_lumped_mass, _is_extrinsic = false);
The cohesive elements are inserted between :math:`x = -0.26` and :math:`x =
-0.24` before the start of the simulation with
``model.getElementInserter().setLimit(_x, -0.26, -0.24);``. Elements to the
right of this limit are moved to the right. The resulting displacement is shown
in :numref:`fig-smm-cohesive-intrinsic`.
With intrinsic cohesive elements, a bi-linear or exponential cohesive law should
be used instead of a linear one (see section
:ref:`sect-smm-intrinsic-insertion`). This is set in the file ``material.dat``::
material cohesive_bilinear [
name = cohesive
sigma_c = 1
beta = 1.5
G_c = 1
delta_0 = 0.1
penalty = 1e10
]
.. _fig-smm-cohesive-intrinsic:
.. figure:: examples/c++/solid_mechanics_cohesive_model/cohesive_intrinsic/images/cohesive_intrinsic.png
:align: center
:width: 60%
Displacement in the x direction for the cohesive_intrinsic example.
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