Effects of preloading frame during SFC install
Here is why:
After welding in the subframes, a compression preload would exist in the sfc's, the neutral axis of the "truss", basically all of the structural components of the car, would move up and the subframe connectors would begin to share the compression load of the lauching car with the structual floor members. This could cause serious problems because the roof/body structural components take a higher tension load.
I am assuming that the neutral axis of a normally install sfc equipped car is very close to the floorboard/structure. The floorboards on the car take the compression load. but when sfc's are installed the neutral axis moves down which transfers the compression load to the sfc's instead of the floorboards.
Here is a picture. Please copy this add whaterver and then repost with your thoughts/comments.
Basically the green arrows are before preloading the frame and the purple is after preloading and installation
Last edited by squealingtires; Apr 27, 2006 at 01:33 PM.
Of course, I may have just went WAAAYYY off into left field... even though the ballgame's over.
Heres a perfect example: Spring/Mass system, you car is a perfect example with the engine/front end being the majority of the mass and the spring comprising of all of the components between the front end and the lower control arm connections.
OK so take you mass and spring and apply a step input force-->the spring will compress some amount before you notice any signifigant acceleration of the mass. Now take the same spring and tie it up in a compressed position which makes the spring effectively stiffer, the spring constant didn't change just the preload. Do the same thing with the loaded springs and you'll notice the mass doesn't have as much lag now in response to the step input.
You could say from this that the preloaded spring/mass system is more responsive the an input force.
Therefor a pre-stressed frame will deform exactly the same amount as the unstressed frame under the same loading conditions.
Most fabricators would want the frame stress-releaved in order to preserve the design assumptions for expected loading. Should a joint have been prestressed too much any additional functional load may cause a catastrophic failure.
Thrust is were the rubber meats the road, and only the weight of the vehicle keeps the car from turning over backwards (wheel stand). prestressing the frame will not change this dynamic.
I would suggest that prestressing will change the shape of the frame and nothing more, stiffening the frame to resist the applied loading is a different mater.
but of course I could be wrong.
In my example of the car structure, we are operating with a fixed amount of mass, if we preload through the SFC install and then launch the car. Deflection in the structure of the car should be less, assumining non-linearity of the stiffness of the car structure.
The other thing I was after was the neutral axis of the car structure/truss. Basically the imaginary line in which no stress or strain is evident. Here is where my concept might prove to be more useful than my spring mass example, because it does have it's limitations as you pointed out. By moving the line of action away from the upper and lower truss members you've effectively created a stronger structure. It's like an example of an "I" beam. By increasing the distance of the top and bottom plate the beam becomes stiffer because of the increased moment of inertia. Now, at this point we haven't moved an structural members in the car so would this do anything?
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Deflection in the structure of the car should be less, assumining non-linearity of the stiffness of the car structure.
Anelastic deformation occurs past the material yield points and only during increasing load until failure, it is not recommended to design for this condition.
But as usual, I could be wrong.
Last edited by billc5; May 1, 2006 at 06:58 AM.
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