FYI: This is wrong. Given the SAME thickness bars the solid bar will be more solid and stiff then a hollow bar of the same material, always. BUT a hollow bar has the potential to be more solid by increasing radius AND still weigh less then the solid bar, which is why hollow bars are used.il duce wrote:one thing to note ... the stock sway bar is hollow for a reason. if you take 2 bars, one hollow and one solid, both with the same thickness, you will find that the hollow one is stiffer and more resistant to bending. this is due to its shape factor.
Uh that's not right. Ok ... 2 bars same material same OD, one hollow one solid. keep in mind this means that both bars have the same stress/strain curve, just translated.nissan_star wrote:
FYI: This is wrong. Given the SAME thickness bars the solid bar will be more solid and stiff then a hollow bar of the same material, always. BUT a hollow bar has the potential to be more solid by increasing radius AND still weigh less then the solid bar, which is why hollow bars are used.
I took a bridge building class that dissagrees with you, but whatever. You are still wrong. What you mean to say is that bars of the same MASS will show a hollow bar would be stronger then the solid of the SAME MASS. On a solid bar the innermost material is not greatly benificial to the strength, but still is benificial none the less. The hollow bar is stronger when the mass from the middle of the solid bar is moved to the outside, therefore increasing radius or OD of the bar. So when two bars of same material and OD are used the solid is stronger, fyi bending is deffinatly better then breaking, but given the same mass and increasing radius to the hollow bar, it becomes stronger.il duce wrote:Uh that's not right. Ok ... 2 bars same material same OD, one hollow one solid. keep in mind this means that both bars have the same stress/strain curve, just translated.
if you stress the solid bar at 2 points with a pivot point in the middle, looking at a cross sectional area of the pivot point here's the scenario. you have compression forces at the bottom (assuming the 2 evenly spaced forces are pushing down against the fulcrum) and tension forces at the top.this translates to a stress strain curve with a slope of x (for simplification we will use a linear model). due to the mechanical behaviour of materials, the solid bar will have plastic deformation (irreversibly bend out of shape) at a certain stress.
now if you look at the hollow bar, same cross sectional area diagram, you have much less cross sectional area for the stress to be spread out over because of its hollowness. this translates to a stress strain curve with a slope of Ax (A > 1), meaning that more stress is required to cause the same plastic deformation as with the solid bar. however since the bar is not solid and therefore the forces are focussed at smaller areas (tube walls as opposed to a solid bar), the bar will shear before it deforms.
so you would rather have a broken sway bar then a bent sway bar, ok...il duce wrote:if you take the deformation stress of the solid bar and apply it to the hollow bar, the hollow bar will not be deformed (materials dependent, but for these purposes ... ie a common steel bar ... this fact can be negated). HOWEVER, if you take the stress required to shear (break) the hollow bar and apply it to the solid bar, the solid bar will only deform and not break ... the solid bar requires a higher stress to break. but obviously, a deformed solid bar is no good for the suspension.
Racingline wrote:it is in the factory and should be ready in a few weeks. The jigs are all made up and ready, just waiting on material to arrive. Should be ready in roughly 3 more weeks
I'd also be curious to know the difference between the two.desertdragon wrote:so, Mehdi, I have a question:I already have the Stillen RSB, should I change it to Racingline RSB for better handling of the car?
Would it be that much of an upgrade? Just wanted your opinion.
Thanks
SHIFT_COUPE wrote:
I'd also be curious to know the difference between the two.
they are at the benders now waiting in que, so they should be ready really soonRicko wrote:SHOULD be a week away if my last email was correct but I just emailed them again and they should get back to me by tomorrow or Monday for sure.