Dear reasarchers focused on the topic of concrete modelling.

Does anyone tried to re-write a constitutive model for concrete called Karagozian and Case Concrete (KCC) for LS dyna or any other computational hydrocode? I have some problems with understanding an implementation of crack band theory in abovementioned model and insight into code could be very helpful.

Thank you for all helpful answers.

Best regards,

Michał Kucewicz