isw = 3 Compute stressess and material tangent
isw = 4 Compute stresses for output
isw = 6 Compute stresses for use in residual calculations
isw = 8 Compute stresses for use in plotting
To use the model one needs to compile the following routines. A sample call to these routines would look something as follows
matesolid
finite
ucon,cubic
alpha,1.0
beta,2.0
gamma,3.0
aaxis,1,1,1
baxis,1,-1,0
ucon,end
In this alpha, beta, and gamma are the 3 cubic constants and aaxis and baxis denote the direction of two of the principal cubic axes in the coordinate frame used to define the mesh. They need not be unit length but they must be orthogonal. The program automatically computes the third principal cubic axis internally. If you wish to run the model in the small deformation setting use:
mate
solid
small
ucon,cubiclin
alpha,1.0
beta,2.0
gamma,3.0
aaxis,1,1,1
baxis,1,-1,0
ucon,end