I need to apply a load on a line (force per unit length) which should locally depend on the displacement of the line in a given direction; as for an elastic foundation.
Is there any way to realize this kind of mixed boundary condition along lines?
I need to apply a load on a line (force per unit length) which should locally depend on the displacement of the line in a given direction; as for an elastic foundation.
Is there any way to realize this kind of mixed boundary condition along lines?