I think one of the consequences of the mass damper is that it will keep the ride height more constant. This therefore has a (positive) aerodynamic influence.
There is an interesting piece about them here.
747heavy wrote:...
The Citroen 2CV used such a system.
DaveW wrote:Rubbish, if I may say so.... The ban had much to do with Ferrari's claim that they didn't work with Bridgestone tyres. That was also rubbish. The most likely reason was that Ferrari failed to tune them to the correct frequency.
bill shoe wrote:The mode with no damping from the conventional shock is tire bounce (conventional wisdom on internet says 2-6 hz for street car), so this seems like a plausible candidate too.
Hmmm, now that I think about it, the wheel hop mode is the result of parallel compliance from both the (damped) conventional suspension and the (undamped) tire stiffness.
Tire bouncing of course results from tire compliance alone.
747heavy wrote:not 100% sure I can follow you here Bill.
what is the base of this "conventional wisdom"?
If you see the tire in isolation, and neglect it´s internal damping, you end with
and mass of the tire/rim and the spring rate of the tire.
Most likely this will result in higher freguencies then 2-6 Hz, don´t you think?
And do we talk about road/race cars in general, or specific F1, if the former why to you think that this fequency is not damped by the "normal" suspension?
As long as the suspension moves, the dampers normally dissipate energy out of this movement.
The mass in the 2CV suspension is said to have been ~3.5 kg
n smikle wrote:The mass dampers are there to absorb vibrations that the regular shocks cannot. riiight?
If we look on the mass damper as one system, the mass damper has no damping unto itself OR ELSE it would just be another regular damper. The mass damper has one small range of frequencies that it can work at. A viscous damper can work at a large range of frequencies. Correct or Incorrect?
n smikle wrote:Ok.. let's get on thing straight here.. The mass dampers are there to absorb vibrations that the regular shocks cannot. riiight? ....


timbo wrote:n smikle wrote:The mass dampers are there to absorb vibrations that the regular shocks cannot. riiight?If we look on the mass damper as one system, the mass damper has no damping unto itself OR ELSE it would just be another regular damper. The mass damper has one small range of frequencies that it can work at. A viscous damper can work at a large range of frequencies. Correct or Incorrect?
The two statements above contradict each other IMO.
Yes, regular dampers "absorb" vibrations, or more correctly they dissipate energy. A mass on a spring would not dissipate energy so they are very different things, and it is misleading that both are called "dampers" IMO.
The wiki article is quite good
http://en.wikipedia.org/wiki/Tuned_mass_damper
747heavy wrote:n smikle wrote:Ok.. let's get on thing straight here.. The mass dampers are there to absorb vibrations that the regular shocks cannot. riiight? ....
a TMD does not disipate energy, that is correct, it changes the frequency response of an given spring/mass system, by shifting the resonance frequency.
In simple terms you can look at it, as an oscillation with an 180° phaseshift in relation to your base oscillation, similar to the concept used in noise cancellation headphones.
At the correct frequency (tuned), the mass in the TMD will move down, while the mass in the base spring/damper systems tries to move up and vis versa.
Imagine a small hammer which will hit onto your tire every time it tries to move up, forcing it down again
a bit idealized like this:
A+B would be the load variation at the tire contact patch.
you try to shift the resonance frequency of the base system, out of the normal working range.
http://www.pump-zone.com/index2.php?opt ... orm&id=213
n smikle wrote:My real intention in the above post though, is to get a sense of what the design targets are (Real numerical targets)
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