Quoted message said:an anonymous former metallurgist said:Quoted message said:>>> [snip]
Quoted message said:Quoted message said:>>>> Your heating experiment was done on a relaxed spoke and does
>>>> not reveal what the tension was on the outside of an elbow
>>>> bend, for instance. If you raised your spoke tension to yield
>>>> stress prior to relaxing it and heating, then it is evidence of
>>>> stress relieving by momentary over-stress, nothing more.
Quoted message said:Quoted message said:>>> The experiment was intended as evidence of that. But what it
>>> indicated is that the normal tensioning of a spoke as a wheel is
>>> built is enough to relieve any residual stresses that might be
>>> present in the elbow, either from manufacture or introduced
>>> during the build when correcting the spoke line.
Quoted message said:Quoted message said:>> Hold it! Let's review a few points. Do you not believe that:
Quoted message said:Quoted message said:>> 1. A spoke that has been plastically deformed at the elbow has
>> reached yield stress?
Quoted message said:Quoted message said:> I believe that.
Quoted message said:Quoted message said:>> 2. That this stress is tensile.
Quoted message said:Quoted message said:> Yes, in my understanding when you bend it at the elbow, you are
> putting the outside of the bend in tension and compressing the
> inside.
Quoted message said:Quoted message said:>> 3. That tensioning a spoke does not raise stress in its parts
>> that have no residual stress to more than half its yield.
Quoted message said:Quoted message said:> Yes-- I don't think normal tensioning is enough to yield the
> spoke, even at the elbow.
Quoted message said:Quoted message said:>> 4. That adding tension to the spoke guarantees that the stress at
>> the outside of the elbow remains at yield, that being the
>> highest load it can withstand.
Quoted message said:Quoted message said:> I don't understand this.
Quoted message said:Quoted message said:OK, the outside of the elbow is at yield. Additional tension makes
it stretch while it remains at yield (by definition of yield) the
stress at which the steel stretches. Therefore tensioning a spoke
cannot alone reduce that stress but can only insure that it remain.
Quoted message said:that's confused.
1. there's elastic stretching and there's plastic yield.
2. in bending there are regions that yield, and those that don't.
3. tensioning a spoke elbow will /decrease/ stress in some regions
where others decrease.
Not when a spoke section is already at yield. Outbound spokes deform
plastically at the elbow while being pulled flush against the flange
by tensioning or by manual action. In either event, the outside of
the elbow is at yield stress.
you can't have it both ways jobst. according to you, the outside of the
elbow has compressive residual. let's say that's 20% of yield. if we
now bend to that with no residual, it would be at yield, resultant is
that it's at only 80% of yield.
but even that is not true. empirical results show that the spoke
operates well below yield since it does not immediately fail. high
cycle fatigue, that observed from fracture surface examination, rarely
occurs below 10^3 cycles, and that is going to be well below yield.
Quoted message said:This is about residual high stress, not
about areas that are relaxed by tensioning, as on the inside of elbows
for instance.
that's a minor part of the equation jobst. you can read that for
yourself in the library. surface finish quality is a /much/ bigger factor.
http://www.flickr.com/photos/38636024@N00/340348242/
deiter - mechanical metallurgy
from the accompanying text:
"the extreme sensitivity of high strength steel to surface conditions is
well illustrated". they're not kidding. that's why stainless steel,
despite the fact that it has no endurance limit, is a successful spoke
material, especially for quality spokes with a good quality finish.
Quoted message said:
Quoted message said:Quoted message said:> I would have thought all of the spoke would be at less than yield
> throughout the entire build process except for the moment at which
> you plastically deform it at the elbow, after which it springs
> back a bit, not remaining at yield while you carry on truing and
> tensioning etc.
Quoted message said:Quoted message said:It does not spring back a bit after it is tensioned.
Quoted message said:it most certainly /will/ spring back after it is tensioned!!!
absolutely definitely. if you contest that, you don't understand
the basics.
A spoke cannot spring back permanently if it remains tensioned.
fudge.
Quoted message said:It is
that spring back during cyclic unloading that needs to be reduced by
stress relieving.
it cannot - the whole structure is elastic.
Quoted message said:If it weren't under residual stress, it would not
spring back.
jobst, that is such an incredible fundamental misconception, i'm slack
jawed with amazement. seriously, if you have problems with the
concepts, i'll copy and send you material you can read to educate
yourself. in the mean time, please don't repeat such mistakes - you'll
keep getting yourself into big trouble with the rest of your
comprehension of fatigue, deformation, the whole works.
Quoted message said:
Quoted message said:Quoted message said:As was just was established above, the elbow is yielding as it is
bent to an acute angle and remains there in the absence mechanical
stress relief (overloading it momentarily because it cannot be
over-bent beyond flush to the flange.)
Quoted message said:more confusion. mechanical stress relief is not about forming the
spoke!
It IS about forming the spoke at the elbow because even though it
might seem to be static, as mentioned above, it springs back from
residual stress.
no it doesn't. see above. it springs back with elasticity. see #3.
http://www.flickr.com/photos/38636024@N00/327752060/
Quoted message said:Overloading tension in the outer radius yields that
area and gives it a form that does not flex with each wheel rotation.
yes it does. the fact that it fatigued shows that it does.
Quoted message said:
Quoted message said:Quoted message said:A stress relief overload can be applied after the wheel is built
because the rest of the spoke, except for small regions that were
plastically deformed are far below yield stress.
Quoted message said:no! applied stress can be close to yield, especially in bending
mode. spoke crossing points, where they interleave, are not far off
yield. do the math.
Forget about spoke crossings, a red herring for sure, considering that
there are no fatigue failure reports for that part of the spoke.
it's not a herring. the outer part of the crossing bend is in tension
at a level that compares with residual stress, yet it doesn't fatigue.
Quoted message said:
Quoted message said:Quoted message said:>> 5. Therefore, adding tension to a spoke cannot relieve that
>> condition unless an overload is applied and relaxed.
Quoted message said:Quoted message said:> I think I follow this, given 4, but 4 is the sticking point.
Quoted message said:Quoted message said:I hope I cleared that hurdle.
Quoted message said:you would if you opened a book and bothered to read it!
Quoted message said:Quoted message said:>> 6. That cyclic loading (as a spoke experiences) at yield stress
>> causes fatigue failures in spokes.
Quoted message said:Quoted message said:> I believe that cyclic loading causes fatigue failures, but don't
> see why it has to be at yield stress.
Quoted message said:Quoted message said:It doesn't need to be but cyclic stress at yield guarantees fatigue
failures, something that is basic to durability in steel.
Quoted message said:basic to fatigue, not steel. [and there many different types of
steel - something you don't seem to understand given your confusion
between those that strain age and those that don't.]
We happen to be talking of stainless steel spokes. Omitting the word
steel would certainly evoke spurious references to materials with
other characteristics from you.
ad hominem doesn't get around the fact that you still don't seem to
grasp the fundamental differences between behaviors in different materials.
Quoted message said:
Quoted message said:Quoted message said:This underlies the need for stress relief in elements that have
been highly stressed as cold formed spokes are.
Quoted message said:no it doesn't. that's a typical jobstian misconception. if you
want to mitigate fatigue, you ensure the design is right, you ensure
it's processed properly, and you use the right material. only after
all that, and if you're sure that residual stress is a problem, do
you bother with mitigation. in highly cold worked wire, that's
something of an academic exercise since the dislocation density is
already so high.
I see you deny that residual stress from forming the spoke and lacing
it into a wheel have an effect on fatigue failures.
jobst, for pity's sake, please please please don't keep assuming that
residual stress causes fatigue. it doesn't. it can accelerate it, but
not if other factors are eliminated. and besides, you /can't/ simple
assume residual stress exists. indeed, fatigue evidence suggests that
it's not.
Quoted message said:In that event,
you might explain how poorly built wheels have spoke failures while
others do not. One might get the impression that the wheel builder
has no control over spoke durability.
they don't! the spoke manufacturer has that control. if you want to
contend this is all in the hands of the builder [contrary to all
materials theory btw] then you need to do the testing and publish
results. you haven't done that. presumption is not a result!
Quoted message said:
Quoted message said:Quoted message said:> I realize that generally the higher the mean stress in a stress
> cycle, the shorter the number of cycles to failure, so being at
> yield stress would certainly exacerbate the problem. But I don't
> see how any part of the spokes can be at yield stress in the built
> wheel. Yield stress is very high for a steel spoke.
Quoted message said:Quoted message said:>>> We have heard:
Quoted message said:Quoted message said:>>> 1. Not uncontentious theories explaining why there should be
>>> residual stress.
Quoted message said:Quoted message said:>> I have just reviewed that above.
Quoted message said:Quoted message said:> Yes, I appreciate that.
Quoted message said:Quoted message said:>>> 2. Experiments indicating the contrary.
Quoted message said:Quoted message said:>> The experiment does not demonstrate that and there lies the
>> contention.
Quoted message said:Quoted message said:> I agree there's also some contention there, I remember two points:
Quoted message said:Quoted message said:> 1. Why did the carbon steel spoke bend the wrong way.
Quoted message said:Quoted message said:> 2. Does the test need to be performed on a spoke that remains
> tensioned, instead of after it's been relaxed?
Quoted message said:Quoted message said:> I'm not clear on the reasons for 2, and in spite of 1, I still
> find the fact that the spokes clearly unbent on heating unless
> they were stress-relieved by modest tensioning quite convincing.
Quoted message said:Quoted message said:>>> 3. Reasonable anecdotal evidence that various processes
>>> (squeezing, the Mavic method, the Trek method) whose supposed
>>> effects include stress-relief reduce spoke failures.
Quoted message said:Quoted message said:>> Yes?
Quoted message said:Quoted message said:> Yes!
Quoted message said:Quoted message said:>>> 4. Plenty of other reasons besides presence of residual stress
>>> why spokes might fail.
Quoted message said:Quoted message said:>> Most of which are spurious and given in an effort to prove that
>> there is no residual stress.
Quoted message said:Quoted message said:> Is it spurious to suggest that fatigue might nucleate around
> surface cracks and "orange peel" left after forming in poor
> quality spokes?
Quoted message said:Quoted message said:> Is it spurious to believe that spokes that are too loose to the
> point that load exceeds pretension in use will suffer premature
> fatigue failure because of flexing?
Quoted message said:Quoted message said:> [neither are rhetorical questions].
Quoted message said:Quoted message said:>>> We have not heard:
Quoted message said:Quoted message said:>>> 1. Any evidence that residual stress exists in a newly formed
>>> spoke
Quoted message said:Quoted message said:>> Not at all. When a piece of steel is cold formed, as spokes are,
>> there is always residuals stress. That is why such parts, if
>> subjected to high loads are thermally stress relieved. The
>> reason there is residual stress has been explained often in this
>> forum.
Quoted message said:Quoted message said:> Fair enough, it has been explained that if you bend a bit of wire
> it contains residual stresses, and I can follow that, so unless
> it's relieved somehow, some residual stress ought to be present
> after forming.
Quoted message said:Quoted message said:> [snip]
Quoted message said:Quoted message said:>> That this condition is reversed if the bend is forcefully held at
>> maximum curvature should be evident. The surface of the bent
>> spoke is then in tension on the outside and in compression on the
>> inside of the bend, from the applied force.
Quoted message said:Quoted message said:> Today I bent two lengths of spoke, one of which is kept in tension
> by the ends being forced into a keyring, and put both in a jar of
> saturated salt water. If anything interesting happens, then I'll
> put a new spoke in there too and see if it's possible to detect
> residual stress at the elbow using this method.
Quoted message said:[jack of jobst response noted.]
Quoted message said:Quoted message said:> You may be convinced it's there anyway, but it will help some of
> the rest of us.
Quoted message said:Quoted message said:>>> 2. or in a spoke just built into a wheel, elbow-corrected and
>>> tensioned.
Quoted message said:Quoted message said:>> Elbow correction is part of stress relieving intended to prevent
>> cyclic flexing in service but it does not remove the residual
>> stress caused by that bend operation.
Quoted message said:Quoted message said:> Unless normal spoke tensioning serves to relieve the residual
> stress.
Quoted message said:Quoted message said:>>> 3. Any evidence that residual stress ever contributed to the
>>> failure of a spoke.
Quoted message said:Quoted message said:>> How else do you explain that a spoke that is tensioned to less
>> than half its yield stress fails at the elbow in a relatively
>> short time?
Quoted message said:Quoted message said:> My two top explanations are (a) flexing at the elbow because the
> spoke's too loose and the load exceeds its pretension in normal
> use and (b) surface imperfections in the elbow in poor quality
> spokes.
Quoted message said:Quoted message said:As I said, flexing is part of stress relief by improving the spoke
line. Loose spokes do not accelerate spoke failure.
Quoted message said:really???!!!
Quoted message said:Quoted message said:If you believe so, you should present a mechanism that would cause
this.
Quoted message said:jobst, when you argue that butted spokes are superior in fatigue,
you are arguing that the increased elasticity prevents spokes going
slack and thereby reducing fatigue. it's all in your book.
I presented the case for buttes spoke to be more elastic and
distribute loads over a greater number of spokes. You may have
interpreted that to your beliefs, but it isn't there. I do not
attribute fatigue failures to slackening.
yes you do - your statements are mutually contradictory.
Quoted message said:
Quoted message said:Quoted message said:>> It fails because there are high stress points at that place and
>> that spokes that don't break must have lower stress. The lower
>> stress is achieved by stress relief and that this is possible by
>> mechanical means has also been explained in great detail.
Quoted message said:Quoted message said:> I do believe it's possible. But so are alien abductions, and I
> don't think they happen.
Quoted message said:Quoted message said:Why don't you believe that is possible?
Quoted message said:Quoted message said:For example, stretch a spoke with a bend at midspan to yield (as is
done when drawing the wire) and when I performed tensile tests on
spokes, and release it. The spoke will be as straight as
imaginable and its entire cross section will be uniformly at zero
stress even though it originally had a bend in it with residual
stress, as was explained ignoring threads and elbow in order to
isolate the process.
Quoted message said:it straightens because it yields! duh.
Quoted message said:Quoted message said:Yielding the material will bring it to uniform stress throughout
and relaxing to zero will leave a uniformly stressed wire.
Quoted message said:no. stresses resolve hydrostatically. that's why ductile tensile
fracture surfaces have the "cup and cone" feature.
http://www.sv.vt.edu/classes/MSE2094_NoteBook/97ClassProj/exper/bailey/www/fig6.jpg
Quoted message said:jeepers jobst, that's a *huge* misconception.
Maybe you can explain what your reference is demonstrating. This is
apparently not a fatigue failure and not on a spoke. I don't see what
this has to do with the sentence above the reply.
you said that stress is uniform due to loading. it is not. cup and
cone fracture is evidence of that. again, i can send you data on the
theory if you don't have access to it. basically, tensile stress in one
axis resolves itself into compression in the other two axes. this is
where poisson's ratio comes from. in addition, there are surface
effects, and it's also affected by overall size, hence the use of fine
fiber in composites.
Quoted message said:
Quoted message said:no. see above. there's /way/ more to deformation than you're assuming
here.
Don't keep it a secret.
see above. you need to look it up.
Quoted message said:
Quoted message said:Quoted message said:with no tensile stress. If you slice this even finer, radially
there may be small residual radial stresses that do not materially
affect tensile loads.
Quoted message said:residual stress has /nothing/ do do with load!!!
Fatigue failures have much to do with residual stress overlayed on
cyclic operational loads.
but you said "there may be small residual radial stresses that do not
materially affect tensile loads." you contradict yourself.
Quoted message said:Looking out of the box makes it difficult
to see what's in the box, and residual stress along with working loads
are the problem.
but you're presuming that. examination of failures show that residual
stress, compressive residual stress no less in the case of an elbow
outer, makes no material impact on fatigue life. in addition, such
residual stress as there might be is minimal at the point where fatigue
initiates, and the points at which residual stress is the greatest,
/never/ see fatigue initiation!!!
Quoted message said:
Quoted message said:Quoted message said:The magnitude and orientation of these stresses are insignificant
for a wire.
Quoted message said:rubbish - they're fundamental to deformation and failure of each
strand - the means by which rope breaks.
OH! That must be why spokes don't fail at midspan even though they
have been deformed. There aren't high enough stresses remaining in
the spoke, even in its reduced cross section to cause fatigue failure.
red herring. greatest residual stress is in the center of a spoke, not
the skin. yet fatigue always initiates at the skin. and besides,
"There aren't high enough stresses remaining in the spoke, even in its
reduced cross section to cause fatigue failure." contradicts all your
elbow residual stress presumptions.
Quoted message said:
Quoted message said:Quoted message said:If that weren't so we could have few cables or wires to carry
loads.
Quoted message said:simplistic mistaken nonsense.
I don't see an explanation for your point of view.
jobst, cold worked wire has a very high dislocation density. by
definition, that means very high lattice stress. that in conjunction
with that high dislocation density can be ripe for fatigue. yet wires
not only carry loads, they do so successfully with limited [largely
predictable] fatigue.
Quoted message said:
Quoted message said:Quoted message said:>>> I don't see how we are expected to draw any other conclusion
>>> from this than that as far as we can tell residual stress is
>>> unlikely to be related to spoke failure.
Quoted message said:Quoted message said:>> That is what I find so inexplicable in this discussion. On the
>> one hand, detailed explanations seem to be too cryptic to
>> understand
Quoted message said:Quoted message said:> Certainly I don't understand some of your explanations, mainly
> point 4 above:
Quoted message said:Quoted message said:>> 4. That adding tension to the spoke guarantees that the stress at
>> the outside of the elbow remains at yield, that being the
>> highest load it can withstand.
Quoted message said:Quoted message said:> and what's wrong with the other explanations for spoke failure.
Quoted message said:Quoted message said:They lie as remote possibilities as causes of failures in these
spokes,
Quoted message said:"remote possibilities"!!! if you knew about fatigue, you might
understand how stupid that statement is!
Thanks again.
again jobst, the main factors in fatigue are design, surface, material
and lastly residual stress. since the first 3 are easily observed and
the last is unproven, you can't just make presumptive statements.
Quoted message said:
Quoted message said:Quoted message said:and I take DT as the prime example, they having one of the best
wire suppliers and have been working on reliability as long as any.
Their wire is not full of random flaws and other chemical anomalies
cited as spoke failure causes under the guise of metallurgical
jargon.
Quoted message said:that's rich!
Quoted message said:Quoted message said:If that were so, there would be systematic failure of their spokes
and not only at the elbow and threads.
Quoted message said:rubbish. spoke fatigue initiates at the point of maximum stress.
maximum stress is caused either by a riser or by an applied load.
risers have many forms. applied is caused by mechanical
configuration, in this case by having load applied off-axis via an
offset shank and elbow.
So why are these failures concentrated at points that have stress up
to yield as at outside of elbows and at the root of threads.
they're not close to yield. if they were, fatigue would be absolute and
spokes would fail well within 10^3 cycles - clearly not the case. look
at any s-n graph.
Quoted message said:One
might deduce that the manufacturer knowingly concentrates these
anomalies at those points to support the theory of no residual stress.
eh? how are they going to do that? as long as wheel builders keep
using elbowed spokes, not straight pull, this problem is going to
continue to exist.
Quoted message said:
Quoted message said:Quoted message said:In contrast, DT spokes (and other good spokes) still fail on poorly
built wheels.
Quoted message said:including your very own "stress relieved" wheels.
Thanks again. You know that is untrue but toss it out just the same.
jobst, your spokes have fatigued and broken. you've said so.
unsurprising since spokes are made of stainless tell with no endurance
limit and in a configuration that subjects them to constant bending.
Quoted message said:
Quoted message said:Quoted message said:Don't lose sight of Richard Feynman's classic comment: "If you
can't explain it in plain English, you don't understand it
yourself."
Quoted message said:what relevance is that to someone that is not only trying to tell us
a good deal more than they actually understand, but won't bother to
do any homework. no amount of "plain english" can cover that kind
of stupidity.
Quoted message said:Quoted message said:What is poor about these wheels???? Their build! Failure to
improve spoke line and stress relieve.
Quoted message said:bending spokes can increase residual stress, increase surface
defects, increase dislocation density, and if performed prematurely,
lead to spoke alignment issues since the spoke is being forced to
conform with a hub not yet yielded to its final shape. maybe that's
why manufacturers specifically say not to do it. but how would they
know - they only do research - such a waste when they could make
under-informed assumptions and save themselves so much money and
effort. incidentally, when are you going to perform your residual
stress testing?
When are you going to explain what occurs in wheel building that will
build more durable wheels and prevent spoke failures? You seem to
believe that it is solely my duty to test every hypothesis that can be
presented on the subject here on wreck.bike.
i repeatedly have. all that's happening with "stress relief" is that
the spokes are seating in to the hub. this allows them to remain close
to original tension, and thus minimize excessive bending that individual
slackness causes. minimized bending means minimized fatigue. real
simple. as for testing, if you want to propose fatigue elimination
theories that contradict a century of materials research, you need data
to support it. presence of residual stress can be tested for literally
cents. if you want to show you can eliminate fatigue by mechanical
means, you need test structured testing and structured results to prove
it. that'll cost you more, but since you're the guy out of step, the
onus is on you to make that investment. consider it "reinvestment" of
book sales proceeds.