Hi,
here is my inp file for the indirect tensile strength test. But I am not sure why the forces are so I high and the deflection so less. I applied a loading rate of 50mm/min.
the density for the mater is in kg/m3
and youngs modulus in MPa.
Can you please take a look and let me know if...
Hi there,
I am trying to model a joint in asphalt pavement, is there a way to model it other than just using a friction factor?
Also, I am encountering an error related to the unconnected regions can anyone help me know how to find those regions?
Thanks in advance.
