Stress distribution is not accurate of ballastless track in ABAQUS
Dear riends.
I have been trying to do is that developing a model of railway track using Abaqus software in order to check the dynamic responses of subgrade layer. For that, I have created all layers of the complete track using different specific materials and TIE constrains for each layer. In addition, I have created in the interaction between wheel and rail with firctional interaction. I have tried two steps, step 1 is static general and step 2 dynamic implicit and I am using time amplitude.