Re: spoke fatigue troll
- From: jim beam <spamvortex@xxxxxxxxxxxxxxx>
- Date: Sat, 26 Apr 2008 15:26:31 -0700
Ben C wrote:
On 2008-04-26, jim beam <spamvortex@xxxxxxxxxxxxxxx> wrote:Ben C wrote:[...]For inbound spokes it won't though-- they get a tensile loading on thepeter cole is just fixated on the fact that because there may be a residual stress, there will definitely be fatigue. which is not the case here because it's not observed to be initiating in that high residual zone.
inside of the bend in use, where there is the small tensile residual.
Although not the highest region of tensile residual, it still might
accelerate fatigue that starts on the surface due to a surface
imperfection. I think that's Cole's point.
Well I think you're right about that.
But I'm not sure Peter Cole has claimed the presence of residual stress
means there will definitely be fatigue (premature fatigue that is-- that
there will be fatigue in cyclically loaded aluminium is as certain as
death and taxes).
But Brandt _does_ appear to claim that residual stress causes spoke
failure and that stabilization works by stress-relieving. That's a step
too far for me.
the thing for me is that it's not like he couldn't go out and acquire evidence if he really believed it to be true. hard data is where it's at, not assertion based on fundamental misconception such as the belief that he can eliminate fatigue from a material with no fatigue endurance limit.
.
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