Quoted post said:Originally Posted by tafi [IMG]/img/forum/go_quote.gif[/IMG]
Sorry dabac but this is wrong too. The thinner spoke under the same tension will experience higher stress (tension force per unit cross section area) in its midsection.
I have a feeling that you are deliberately misunderstanding me.
So I shouldn't have said tension. My bad. It's an ugly habit, but real widespread. It's also kinda encouraged by the Park tensiometer. But we've already been there.
In the follow up I posted" load vs cross section". Can't see much room for misunderstanding there, but then again, I'm not trying that hard.
I have to admit that "tension force per unit cross section area", sounds more posh, and obviously I didn't write that.
But why do you feel compelled to point out that " thinner spoke under the same tension" when I've already admitted to sloppy use of language? And tried to clear it up too?
And sure, you can call the dynamic loads the spoke killers all you want, but the way they are controlled in a bicycle wheel is by the static preload. Get the dynamic load to be a sufficiently small part of the static load and the problem goes away. If you have another theory, please share. Or harp away at another poorly chosen phrase, if that's your preference.
I'm not saying that "increased stress suffered by thin gauge spokes" is a problem. It isn't, true enough, but apart from being part of general wheel knowledge, I can't see the specific connection to this thread.
You say "The extra stress is more than offset by the fatigue resistenace imparted by the butting (shaping) of the spoke. The butting reduces the impact that stress raisers (threads and elbow) have on spoke fatigue life"
I really don't think it's the shape of the spoke that's the key. It's the total available cross section for each side of the wheel, how it matches the tension, and lets the spoke maintain sufficient preload for good fatigue resistance.
Setting DS tension as 100%, my last build according to Spocalc would end up with 59% NDS tension.
So I use 1.8 mm DS spokes and 1.5 mm NDS spokes. If 1.8 mm cross section area is 100%, the 1.5 mm spoke end up at 69%
100% tension at 100% area vs 59% tension spread over 69% area seems like a well matched set to me.
I kept the spoke count, used thinner spokes, and as a result the stress as seen by each spoke is pretty darn close.
But I could have gone another way - triplet lacing. I could have used a 36H rim and a 36H hub. but only laced 2/3 of the NDS holes. That'd have given me 59% tension spread over 67% cross section area. That difference is probably beyond what the TM-1 can measure, or I can build for that matter.
Sure, there's an unknown as to how the rim would react to each 5th hole being empty, but I reckon the spokes would do fine.
Anyhow, I'm outta here. Have a ball with whatever language or terminology lapses you're able to find