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 Subsubsection 4.13.1.3: Uncoupled Prescribed Isotropic Active Contraction Up Subsection 4.13.1: Contraction in Mixtures of Uncoupled Materials Subsection 4.13.2: Contraction in Mixtures of Unconstrained Materials 

4.13.1.4 Prescribed Fiber Stress

An active fiber stress, based on a Hill formulation, can be added via the material “uncoupled active fiber stress”. This material must be combined with a stable compressible material that acts as a passive matrix, using a “uncoupled solid mixture” container as described in Section 4.1.2.14↑. The stress is given by,
Here, with a the unit vector describing the fiber direction in the spatial frame, is the deviatoric fiber stretch, J is the jacobian of the deformation, and
The parameters are defined below.
smax scale factor for defining maximum stress [P]
a activation level
stl Function defining the stress-stretch relatioship for the material
stv Function defining the stress-stretch rate relatioship for the material.
The parameters and are functions that need to be defined in place. There are currently two ways of defining these functions, either via a mathematical expression or a list of sample points. An example is given below. If these parametes are omitted, they are replaced by the constant 1 in the equation for the stress above.
Example:
An example defining the stl parameter via a mathematical expression.
<material id="1" type="uncoupled solid mixture">
  <k>100.0</k>
  <mat_axis type="local">0,0,0</mat_axis>
  <solid type="Mooney-Rivlin">
    <c1>1.0</c1>
    <c2>0</c2>
  </solid>
  <solid type="uncoupled active fiber stress">
    <smax>1.5</smax>
    <a lc="1">0.1</a>
    <stl type="math">
      <math>(l-1)^2</math>
    </stl>
  </solid>
</material>
An example defining the stl parameter via a point list.
<material id="1" type="uncoupled solid mixture">
  <k>100.0</k>
  <mat_axis type="local">0,0,0</mat_axis>
  <solid type="Mooney-Rivlin">
    <c1>1.0</c1>
    <c2>0</c2>
  </solid>
  <solid type="uncoupled active fiber stress">
    <smax>1.5</smax>
    <a lc="1">0.1</a>
    <stl type="point">
      <interpolate>linear</interpolate>
      <points>
        <pt>0,0</pt>
        <pt>1,0</pt>
        <pt>2,1</pt>
      </points>
    </stl>
  </solid>
</material>


 Subsubsection 4.13.1.3: Uncoupled Prescribed Isotropic Active Contraction Up Subsection 4.13.1: Contraction in Mixtures of Uncoupled Materials Subsection 4.13.2: Contraction in Mixtures of Unconstrained Materials