July 8, 2019 at 4:30 pmasish1996Subscriber
I am implementing cohesive zone modelling for checking circular arc failure of soil slope (similar to method of slices assumption). I am placing cohesive zone elements on the circular arc. I would like to modify separation distance based debonding law in mixed mode by adding another parameter 'u'.
KnUn + KtUt - u
where u corresponds for pore water pressure. This indeed alters the peak of traction separation curve. How can I do this?
Thanks in advance.
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