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Dear sir
As previously asked and got kindly answer,the community sent me the python code for generic shear cell test and I used this code to recode for direct shear test that we have two cap and a pressure force vertically and a direct shear stress horizontally and at last we have the sheared interface between two caps.my question is that I have recoded the attached python code for direct shear test or not?
Sincerely yours
Dear Abbas,
I also want to do EDEM modelling for shear box. Need some help too. Can we have discussion on email? Here is mine: norsyafiqahsalimun@gmail.com
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