LesiU
I have a question about LoadSens parameter.
I have some real world data curves lateral vs vertical force (few curves for different angles) - that's cornering stiffness and I think that's the most important for my needs (also have lateral load vs slip angles for different load curves)..
Lateral forces are rising slower with increased loads. That should be simulated by LoadSens and only there?
In real world, we finally get to a point where the cornering stiffness curve is flat - no increase in lateral force, with increasing load. That is our "final" point in LoadSens, after which no further drop occurs?
For which slip angle I should take values from the graph? From the highest known, for which there is still increase in ratio "lateral/vertical force"?
Thanks in advance
I have some real world data curves lateral vs vertical force (few curves for different angles) - that's cornering stiffness and I think that's the most important for my needs (also have lateral load vs slip angles for different load curves)..
Lateral forces are rising slower with increased loads. That should be simulated by LoadSens and only there?
In real world, we finally get to a point where the cornering stiffness curve is flat - no increase in lateral force, with increasing load. That is our "final" point in LoadSens, after which no further drop occurs?
For which slip angle I should take values from the graph? From the highest known, for which there is still increase in ratio "lateral/vertical force"?
Thanks in advance