what is the best way to simulate the bond between steel and concrete
if i will use connector, what is the difference between connector type axial and friction
how i can define shear stress instead of force for the bond in abaqus
As a simple way to know the difference, is to see what are the next available selections or choices when you select each of them.
For your second question, if there is no chance to insert the stress value, try to calculate the force and use it.
Good luck...
You can define contact with properties for example frictional
You should also define tangent and normal behavior in contact
I agree with Mohsen Rezaei
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