I am seeking to implement a hyperelastic material whose Cauchy stress (T) is defined as:
T = 2.87(3.28/det(F))2.5I
where I and F are Identity and deformation gradient tensors, respectively. I have used the UMAT subroutine to implement it. Unfortunately, Abaqus Standard cannot converge the result even for a single cubic continuum element. I think the trouble is caused by DDSDDE computation.
I have attached a photo of this derivation. Please take a look, and find the problem, if possible.
Waiting for your kind advice.