It is mentioned by Jones (in the paper "The credibility of predictions for structural designs subjected to large dynamic loadings causing inelastic behaviour") the coefficients in Cowper-Symonds equation vary significantly with strain and thickness.
For example: for 3mm thickness: C (1/s) is 24, q is 6.1 and C (1/s) is 116000, q is 5.3 for yield stress and ultimate stress, respectively.
Obviously, there is effect of those values on structural behaviour under dynamic loads.
So, could someone suggest me how to define the different Cowper-Symonds material constants for impact simulation in Abaqus?
Many thanks!