Quoted message said:if you follow this link
http://www.cervelo.com/section.aspx?m=Engineering
you can check out the "8 grams of engineering article", and it explains
the design of the soloist chainstay bridge. i know that the early
soloists had no bridge and last year's model had one. if this article
is to be believed, the implementation of a chainstay bridge isn't so
simple and the bridge had to be carefully designed.
That's an interesting article. Thanks. It's rare to see a
bike company actually talk about that kind of technical detail.
It seems that some of the failed designs failed to improve
fatigue life because they put welds in vulnerable places or
because adding metal redistributed the stress to vulnerable
places, or both. More metal isn't necessarily better.
The EFBe test uses high loads to fail a bike before
100,000 cycles, because real bikes last more pedaling
cycles than that. This has been debated before in rbt,
but presumably a chainstay bridge that is worse on the
EFBe test is worse in the real world too.
The actual bridge they used is pretty big compared to the
chainstays so it has a real effect on the stiffness of the
assembly. In classical steel construction the bridge is
a pretty wimpy tube so I think it's fairly cosmetic.
As proof that I shuld be riding instead (hey, it's dark out)
here are some pictures of chainstay bridge areas
on frames, and three different approaches:
http://www.ucolick.org/~bjw/misc/rbt/cstays.html
I didn't have access to any stay-free bikes, but they do exist.