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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>