Tunnel Brace
http://forums.corvetteforum.com/showthread.php?t=984927
If you read that and have any questions about how & why the tunnel plate works, read it again. Repeat until confusions goes away. If confusion persists after three days of continued reading, come back to the thread below and post your questions:
http://forums.corvetteforum.com/showthread.php?t=979585
Eugene
IMHO, I am very impressed with the difference that the plate made in ride quality. I was equally impressed with this as I was with the performance of the Dynatech SuperMAXX's that I installed at the same time.
Highly recommended.
Last edited by thetorch; Jan 15, 2005 at 05:53 PM.
Those are the biggest words I know, and they are probably mis-spelled... So you'll have to figure out the rest on your own.

The C5 is NOT a radio.
The Best of Corvette for Corvette Enthusiasts
Structural 1st torsional mode (twist): 23 Hz
--Suspension tramp: 16 Hz
Structural 1st bending mode: 21 Hz
--Suspension hop: 15 Hz
20 dB separation between the suspension isolation components and the attaching structure
The dashed lines are designed with a significant harmonic frequency difference between itself and the line above it. The C5 isn't really that stiff. The stiffness of the C5 is compared to a good sedan many times by the GM engineers. The C5 is very stiff for an open car, and even a coupe is still structurally an open car. The Z06 may be slightly different, but AFAIK the roof/windshield still aren't stressed structures, so it shouldn't be any stiffer than the coupe or convertible. The C6 Z06 has a stressed roof/windshield, so it'd be stiffer than other variants (if they existed).
Also, a higher frequency means the structure is stiffer, and stiffer is better. Stiffer structures transmit vibrations faster. Drop a rock into water, and the vibrations will slowly spread throughout the structure. Drop a rock onto a piece of onto a cored carbon fiber plate and the vibrations will move thru it soo quickly it'll take very good sensors to see the waves moving thru the structure....but to the eye it'd look like the unit moved as a whole.
Thanks Elite, it's still growing. I'll post another significant update in a couple weeks.
Eugene
This AL vs. SS argument has been going on since the second plate came out. I order the AL plate from you, but finally felt motivated enough to think through the comparison. As a disclaimer, I am a Mechanical Engineer, but it's been years since I've looked at this stuff...
Theta = TL/JG
where
Theta is the angle of deflection, given:
T = Torque applied
L = Length of plate
J = Polar moment of inertia
G = Shear Modulus
For this discussion, L is the same, and T is the same, so the twist in the plate comparison comes down to comparison of J*G
whichever design (AL vs. Steel) has a larger product, is more stiff (results in smaller theta).
J for a rectangular section is bh^3/12 + b^3h/12 where b and h are the width and height of the plate.
Assuming a typical secion of 12"X.125" for the steel plate and 12" X .25" for AL:
12*.125^3/12 + 12^3*.125/12 = .00195+18 or roughly 18
12*.25^3/12 + 12^3*.25/12 = .015 + 36 or roughly 36
Now onto the Modulus:
Al = 3.8
Steel = 10.6
So, taking the product of our two components...
1/JG = 1/(18*10.6) = .00524 for steel
1/JG = 1/(36*3.8)= .0073 for AL
So in summary, I think the steel plate is stiffer by about 30%.
Anyone who is more current on their machine design feel free to correct me.
i am WAY outta my league here.
Matt
















