uncoupled prescribed uniaxial active contraction

Module: solid

Category: material

Type string: "uncoupled prescribed uniaxial active contraction"

Parameters

Name	Description	Default	Units
density	density	1	[M/L^3]
k	bulk modulus	0	[P]
pressure_model	pressure_model	0	[]
T0	T0	0	[]
mat_axis			[]

Description

The material type for prescribed active contraction along a single direction (or fiber) in an uncoupled solid mixture is uncoupled prescribed uniaxial active contraction. This material must be combined with a stable uncoupled material that acts as a passive matrix, using a uncoupled solid mixture container as described in Section uncoupled solid mixture.

In the reference configuration, the fiber is oriented along the unit vector \(\mathbf{e}_{1}\), where \(\left\{ \mathbf{e}_{1},\mathbf{e}_{2},\mathbf{e}_{3}\right\}\) are orthonormal basis vectors representing the local element coordinate system when specified, or else the global Cartesian coordinate system. The active stress \(\boldsymbol{\sigma}^{a}\) for this material is given by

\[ \boldsymbol{\sigma}^{a}=J^{-1}T_{0}\mathbf{n}\otimes\mathbf{n}\,, \]

where \(\mathbf{n}=\mathbf{F}\cdot\mathbf{n}_{r}\) is the stretched fiber orientation in the current (deformed) configuration.

Example:

Uniaxial contraction along \(\mathbf{e}_{1}\), in a mixture containing a Mooney-Rivlin solid.

<material id="1" type="uncoupled solid mixture">
  <mat_axis type="local">0,0,0</mat_axis>
  <k>1000</k>
  <solid type="Mooney-Rivlin">
    <c1>1.0</c1>
    <c2>0</c2>
  </solid>
  <solid type="uncoupled prescribed uniaxial active contraction">
    <T0 lc="2">1</T0>
    <mat_axis type="angles">
      <theta>0</theta>
      <phi>90</phi>
    </mat_axis>
  </solid>
</material>