Self Tightening Bolts, Self Locking Bolts
#1
Guest
Posts: n/a
Self Tightening Bolts, Self Locking Bolts
http://square.cjb.cc/bolts.htm
"Self Tightening Bolts theory.
Warning: this page is only a theory, not a fact."
That's a good description.
Could someone please explain what self-tightening and
self-locking bolts are and give examples. The author may
have the latter in mind.
"Figure 4.1 This picture explains the great inertia and
centrifugal force"
"When ever there is a difference in inertial force (as
pointed out with the arrows) the pulley will move. Not
180-ft-lb torque can hold the pulley still."
I wonder what this is about.
"Self Tightening Bolts theory.
Warning: this page is only a theory, not a fact."
That's a good description.
Could someone please explain what self-tightening and
self-locking bolts are and give examples. The author may
have the latter in mind.
"Figure 4.1 This picture explains the great inertia and
centrifugal force"
"When ever there is a difference in inertial force (as
pointed out with the arrows) the pulley will move. Not
180-ft-lb torque can hold the pulley still."
I wonder what this is about.
#2
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
karl wrote:
> "Figure 4.1 This picture explains the great inertia and
> centrifugal force"
As a complete aside, this reminds me of a former high-school physics
teacher's pet rant: "centrifual" force, or the observed
outward-from-center force on a spinning object, he would always insist,
is not a real force. The real force in play is centripetal force, or
the tendency of the point on the object wanting to continue in a
straight direction on tangent to the spin, is the ACTUAL force at work.
"Centrifugal" force is only an imaginary thing.
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> "Figure 4.1 This picture explains the great inertia and
> centrifugal force"
As a complete aside, this reminds me of a former high-school physics
teacher's pet rant: "centrifual" force, or the observed
outward-from-center force on a spinning object, he would always insist,
is not a real force. The real force in play is centripetal force, or
the tendency of the point on the object wanting to continue in a
straight direction on tangent to the spin, is the ACTUAL force at work.
"Centrifugal" force is only an imaginary thing.
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#3
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
"karl" <ottokarl@cognisurf.com> wrote in message news:1131379111.763649.136380@g14g2000cwa.googlegr oups.com...
> http://square.cjb.cc/bolts.htm
> "Self Tightening Bolts theory.
> Warning: this page is only a theory, not a fact."
> That's a good description.
> Could someone please explain what self-tightening and
> self-locking bolts are and give examples. The author may
> have the latter in mind.
> "Figure 4.1 This picture explains the great inertia and
> centrifugal force"
> "When ever there is a difference in inertial force (as
> pointed out with the arrows) the pulley will move. Not
> 180-ft-lb torque can hold the pulley still."
> I wonder what this is about.
What this mean is that the object in motion will move in the direction
of movement. But when there is a force that tries to change that
motion usually from the engine or transmission the pulley will move
when it's not intended to. Scroll down to Figure 4.2. It may explain
more about centrifugal force not centripetal force. Centripetal is
moving or directed toward a center or axis. The theory is that the
centrifugal force can effect the bolt's movement in some way or
just simply tighten up bolt.
> http://square.cjb.cc/bolts.htm
> "Self Tightening Bolts theory.
> Warning: this page is only a theory, not a fact."
> That's a good description.
> Could someone please explain what self-tightening and
> self-locking bolts are and give examples. The author may
> have the latter in mind.
> "Figure 4.1 This picture explains the great inertia and
> centrifugal force"
> "When ever there is a difference in inertial force (as
> pointed out with the arrows) the pulley will move. Not
> 180-ft-lb torque can hold the pulley still."
> I wonder what this is about.
What this mean is that the object in motion will move in the direction
of movement. But when there is a force that tries to change that
motion usually from the engine or transmission the pulley will move
when it's not intended to. Scroll down to Figure 4.2. It may explain
more about centrifugal force not centripetal force. Centripetal is
moving or directed toward a center or axis. The theory is that the
centrifugal force can effect the bolt's movement in some way or
just simply tighten up bolt.
#4
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
Burt S. wrote:
> "karl" <ottokarl@cognisurf.com> wrote in message news:1131379111.763649.136380@g14g2000cwa.googlegr oups.com...
>
>>http://square.cjb.cc/bolts.htm
>
>
>> "Self Tightening Bolts theory.
>> Warning: this page is only a theory, not a fact."
>
>
>>That's a good description.
>
>
>>Could someone please explain what self-tightening and
>>self-locking bolts are and give examples. The author may
>>have the latter in mind.
>
>
>> "Figure 4.1 This picture explains the great inertia and
>> centrifugal force"
>> "When ever there is a difference in inertial force (as
>> pointed out with the arrows) the pulley will move. Not
>> 180-ft-lb torque can hold the pulley still."
>
>
>>I wonder what this is about.
>
>
> What this mean is that the object in motion will move in the direction
> of movement. But when there is a force that tries to change that
> motion usually from the engine or transmission the pulley will move
> when it's not intended to. Scroll down to Figure 4.2. It may explain
> more about centrifugal force not centripetal force. Centripetal is
> moving or directed toward a center or axis. The theory is that the
> centrifugal force can effect the bolt's movement in some way or
> just simply tighten up bolt.
http://en.wikipedia.org/wiki/Centrifugal_force
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> "karl" <ottokarl@cognisurf.com> wrote in message news:1131379111.763649.136380@g14g2000cwa.googlegr oups.com...
>
>>http://square.cjb.cc/bolts.htm
>
>
>> "Self Tightening Bolts theory.
>> Warning: this page is only a theory, not a fact."
>
>
>>That's a good description.
>
>
>>Could someone please explain what self-tightening and
>>self-locking bolts are and give examples. The author may
>>have the latter in mind.
>
>
>> "Figure 4.1 This picture explains the great inertia and
>> centrifugal force"
>> "When ever there is a difference in inertial force (as
>> pointed out with the arrows) the pulley will move. Not
>> 180-ft-lb torque can hold the pulley still."
>
>
>>I wonder what this is about.
>
>
> What this mean is that the object in motion will move in the direction
> of movement. But when there is a force that tries to change that
> motion usually from the engine or transmission the pulley will move
> when it's not intended to. Scroll down to Figure 4.2. It may explain
> more about centrifugal force not centripetal force. Centripetal is
> moving or directed toward a center or axis. The theory is that the
> centrifugal force can effect the bolt's movement in some way or
> just simply tighten up bolt.
http://en.wikipedia.org/wiki/Centrifugal_force
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#5
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
"karl" <ottokarl@cognisurf.com> wrote in message
news:1131379111.763649.136380@g14g2000cwa.googlegr oups.com...
> http://square.cjb.cc/bolts.htm
>
> "Self Tightening Bolts theory.
> Warning: this page is only a theory, not a fact."
>
>
> That's a good description.
>
> Could someone please explain what self-tightening and
> self-locking bolts are and give examples. The author may
> have the latter in mind.
>
>
>
> "Figure 4.1 This picture explains the great inertia and
> centrifugal force"
>
> "When ever there is a difference in inertial force (as
> pointed out with the arrows) the pulley will move. Not
> 180-ft-lb torque can hold the pulley still."
>
>
> I wonder what this is about.
>
I am unconvinced by this theory.
1) If microscopic ratchet teeth are created to cause the bolt to
self-tighten, wouldn't they be destroyed when the god-awful tight bolt is
broken loose? The bolt at least should be specified as a "use once" item,
regardless of how the mating threads in the crank fare.
2) In order to tighten, the bolt will have to move with respect to the
pulley. That means the washer must have similar ratcheting action, and on a
similar microscopic level to allow the ratchet to occur with miniscule
motion. That means if the washer is less than pristine and is reused the
bolt won't self-tighten.
3) The forces are downright outrageous. In round numbers, if the washer
diameter is 1/2 inch and the bolt thread diameter is 1/4 inch, to tighten
past the 200 ft-lb mark the bolt head has to experience 5000 pounds force
from one side to the other, or 10000 pounds force on one side relative to
the center. The equivalent force on the thread is double that.
4) If there is significant motion of the pulley relative to the crank, the
mating surfaces will wallow out. We see it often enough with splined drive
axles that are insufficiently torqued.
Altogether, it doesn't add up. Torsional forces between the pulley and crank
must act unidirectionally on the bolt, with several tons of force being
transferred through both sides of the washer and without damaging the pulley
or crank mating surfaces, with enough movement to materially tighten the
bolt. The theorized ratchet mechanism has to operate on a microscopic basis,
not be damaged in removal, and to allow effortless unthreading when the bolt
is broken loose. It must work over a wide range of lubrication, including a
penetrant oil film or being cleaned with brake cleaner. I'm glad I haven't
been asked to design something like that, particularly if I could just
specify tightening to a different torque in the first place.
Mike
news:1131379111.763649.136380@g14g2000cwa.googlegr oups.com...
> http://square.cjb.cc/bolts.htm
>
> "Self Tightening Bolts theory.
> Warning: this page is only a theory, not a fact."
>
>
> That's a good description.
>
> Could someone please explain what self-tightening and
> self-locking bolts are and give examples. The author may
> have the latter in mind.
>
>
>
> "Figure 4.1 This picture explains the great inertia and
> centrifugal force"
>
> "When ever there is a difference in inertial force (as
> pointed out with the arrows) the pulley will move. Not
> 180-ft-lb torque can hold the pulley still."
>
>
> I wonder what this is about.
>
I am unconvinced by this theory.
1) If microscopic ratchet teeth are created to cause the bolt to
self-tighten, wouldn't they be destroyed when the god-awful tight bolt is
broken loose? The bolt at least should be specified as a "use once" item,
regardless of how the mating threads in the crank fare.
2) In order to tighten, the bolt will have to move with respect to the
pulley. That means the washer must have similar ratcheting action, and on a
similar microscopic level to allow the ratchet to occur with miniscule
motion. That means if the washer is less than pristine and is reused the
bolt won't self-tighten.
3) The forces are downright outrageous. In round numbers, if the washer
diameter is 1/2 inch and the bolt thread diameter is 1/4 inch, to tighten
past the 200 ft-lb mark the bolt head has to experience 5000 pounds force
from one side to the other, or 10000 pounds force on one side relative to
the center. The equivalent force on the thread is double that.
4) If there is significant motion of the pulley relative to the crank, the
mating surfaces will wallow out. We see it often enough with splined drive
axles that are insufficiently torqued.
Altogether, it doesn't add up. Torsional forces between the pulley and crank
must act unidirectionally on the bolt, with several tons of force being
transferred through both sides of the washer and without damaging the pulley
or crank mating surfaces, with enough movement to materially tighten the
bolt. The theorized ratchet mechanism has to operate on a microscopic basis,
not be damaged in removal, and to allow effortless unthreading when the bolt
is broken loose. It must work over a wide range of lubrication, including a
penetrant oil film or being cleaned with brake cleaner. I'm glad I haven't
been asked to design something like that, particularly if I could just
specify tightening to a different torque in the first place.
Mike
#6
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
"Michael Pardee" <michaeltnull@cybertrails.com> wrote
> "karl" <ottokarl@cognisurf.com> wrote
> > http://square.cjb.cc/bolts.htm
> >
> > "Self Tightening Bolts theory.
> > Warning: this page is only a theory, not a fact."
> >
> >
> > That's a good description.
> >
> > Could someone please explain what self-tightening and
> > self-locking bolts are and give examples. The author may
> > have the latter in mind.
> >
> >
> >
> > "Figure 4.1 This picture explains the great inertia and
> > centrifugal force"
> >
> > "When ever there is a difference in inertial force (as
> > pointed out with the arrows) the pulley will move. Not
> > 180-ft-lb torque can hold the pulley still."
> >
> >
> > I wonder what this is about.
> >
> I am unconvinced by this theory.
>
> 1) If microscopic ratchet teeth are created to cause the bolt to
> self-tighten, wouldn't they be destroyed when the god-awful tight bolt is
> broken loose? The bolt at least should be specified as a "use once" item,
> regardless of how the mating threads in the crank fare.
>
> 2) In order to tighten, the bolt will have to move with respect to the
> pulley. That means the washer must have similar ratcheting action, and on
a
> similar microscopic level to allow the ratchet to occur with miniscule
> motion. That means if the washer is less than pristine and is reused the
> bolt won't self-tighten.
>
> 3) The forces are downright outrageous. In round numbers, if the washer
> diameter is 1/2 inch and the bolt thread diameter is 1/4 inch, to tighten
> past the 200 ft-lb mark the bolt head has to experience 5000 pounds force
> from one side to the other, or 10000 pounds force on one side relative to
> the center. The equivalent force on the thread is double that.
It's the stresses in the bolt, not the forces acting on the side of it, that
matter. Specifically, torquing down on a bolt is the equivalent of
stretching it until it holds two things together. The torquing causes the
threads to act against each other so as to place the bolt in tension (as
opposed to compression).
For correlating torque to the axial load it produces, one finds somewhat
crude estimates like that given at the bottom of
http://www.engineersedge.com/torque.htm . But of course, this formula will
require tweaking depending on conditions. E.g. fine thread vs. coarse
thread.
Anyway, it's really about 200 ft-lbs. divided over the six edges of the
roughly 1.7/2 cm (= about .33 inch = about 0.028 foot) radius bolt head (for
a 91 Civic, for one), anyway. (This Civic's pulley bolt has a 17 mm head and
14 mm nominal diameter.) So something like 200/6/(0.028) = about 1200 pounds
is applied to each bolt head edge. Key word being "edge." Then one has to
think about what it means to "apply" this force to the whole edge. It's
distributed over the surface of the edge, for one thing. If one took 1200
lbs. and set it on a bar of steel with a cross-sectional area of about 1/8
inch by 1/8 inch = 1/64 inch (conservative for this back-of-the-envelope
calculation), the stress would still be only 1200*64 = 77000 psi, far below
the yield strength of typical steels. And it's not being applied
perpendicularly to each face, but more in shear, besides.
> 4) If there is significant motion of the pulley relative to the crank, the
> mating surfaces will wallow out.
Which mating surfaces?
> We see it often enough with splined drive
> axles that are insufficiently torqued.
>
> Altogether, it doesn't add up. Torsional forces between the pulley and
crank
> must act unidirectionally on the bolt, with several tons of force being
> transferred through both sides of the washer and
If the above is supposed to relate to your earlier calculation, then I think
there's a conceptual error here.
> without damaging the pulley
> or crank mating surfaces, with enough movement to materially tighten the
> bolt. The theorized ratchet mechanism has to operate on a microscopic
basis,
> not be damaged in removal, and to allow effortless unthreading when the
bolt
> is broken loose. It must work over a wide range of lubrication, including
a
> penetrant oil film or being cleaned with brake cleaner. I'm glad I haven't
> been asked to design something like that, particularly if I could just
> specify tightening to a different torque in the first place.
I have doubts that a cold bolt-pulley-crankshaft assembly would hold up to a
hand application of 300 ft-lbs. of tightening torque. 'Cause crude
estimators like the one I cite above indicate this would produce in the
neighborhood of 300(12)/(.2*.55) = 32700 lbs. of axial load in the bolt, or
32700 / (Pi r^2) = about 137,000 psi of tensile stress in the bolt, which is
mighty close to the yield strength (~ 130,000 to 150,000) of many steels.
This is too close for engineering comfort.
Which is why I am led to believe galling, aggravated by extreme heat cycling
and the high loads of that pulley working on an initially pretty tight bolt,
plays at least some role and possibly all of it.
> "karl" <ottokarl@cognisurf.com> wrote
> > http://square.cjb.cc/bolts.htm
> >
> > "Self Tightening Bolts theory.
> > Warning: this page is only a theory, not a fact."
> >
> >
> > That's a good description.
> >
> > Could someone please explain what self-tightening and
> > self-locking bolts are and give examples. The author may
> > have the latter in mind.
> >
> >
> >
> > "Figure 4.1 This picture explains the great inertia and
> > centrifugal force"
> >
> > "When ever there is a difference in inertial force (as
> > pointed out with the arrows) the pulley will move. Not
> > 180-ft-lb torque can hold the pulley still."
> >
> >
> > I wonder what this is about.
> >
> I am unconvinced by this theory.
>
> 1) If microscopic ratchet teeth are created to cause the bolt to
> self-tighten, wouldn't they be destroyed when the god-awful tight bolt is
> broken loose? The bolt at least should be specified as a "use once" item,
> regardless of how the mating threads in the crank fare.
>
> 2) In order to tighten, the bolt will have to move with respect to the
> pulley. That means the washer must have similar ratcheting action, and on
a
> similar microscopic level to allow the ratchet to occur with miniscule
> motion. That means if the washer is less than pristine and is reused the
> bolt won't self-tighten.
>
> 3) The forces are downright outrageous. In round numbers, if the washer
> diameter is 1/2 inch and the bolt thread diameter is 1/4 inch, to tighten
> past the 200 ft-lb mark the bolt head has to experience 5000 pounds force
> from one side to the other, or 10000 pounds force on one side relative to
> the center. The equivalent force on the thread is double that.
It's the stresses in the bolt, not the forces acting on the side of it, that
matter. Specifically, torquing down on a bolt is the equivalent of
stretching it until it holds two things together. The torquing causes the
threads to act against each other so as to place the bolt in tension (as
opposed to compression).
For correlating torque to the axial load it produces, one finds somewhat
crude estimates like that given at the bottom of
http://www.engineersedge.com/torque.htm . But of course, this formula will
require tweaking depending on conditions. E.g. fine thread vs. coarse
thread.
Anyway, it's really about 200 ft-lbs. divided over the six edges of the
roughly 1.7/2 cm (= about .33 inch = about 0.028 foot) radius bolt head (for
a 91 Civic, for one), anyway. (This Civic's pulley bolt has a 17 mm head and
14 mm nominal diameter.) So something like 200/6/(0.028) = about 1200 pounds
is applied to each bolt head edge. Key word being "edge." Then one has to
think about what it means to "apply" this force to the whole edge. It's
distributed over the surface of the edge, for one thing. If one took 1200
lbs. and set it on a bar of steel with a cross-sectional area of about 1/8
inch by 1/8 inch = 1/64 inch (conservative for this back-of-the-envelope
calculation), the stress would still be only 1200*64 = 77000 psi, far below
the yield strength of typical steels. And it's not being applied
perpendicularly to each face, but more in shear, besides.
> 4) If there is significant motion of the pulley relative to the crank, the
> mating surfaces will wallow out.
Which mating surfaces?
> We see it often enough with splined drive
> axles that are insufficiently torqued.
>
> Altogether, it doesn't add up. Torsional forces between the pulley and
crank
> must act unidirectionally on the bolt, with several tons of force being
> transferred through both sides of the washer and
If the above is supposed to relate to your earlier calculation, then I think
there's a conceptual error here.
> without damaging the pulley
> or crank mating surfaces, with enough movement to materially tighten the
> bolt. The theorized ratchet mechanism has to operate on a microscopic
basis,
> not be damaged in removal, and to allow effortless unthreading when the
bolt
> is broken loose. It must work over a wide range of lubrication, including
a
> penetrant oil film or being cleaned with brake cleaner. I'm glad I haven't
> been asked to design something like that, particularly if I could just
> specify tightening to a different torque in the first place.
I have doubts that a cold bolt-pulley-crankshaft assembly would hold up to a
hand application of 300 ft-lbs. of tightening torque. 'Cause crude
estimators like the one I cite above indicate this would produce in the
neighborhood of 300(12)/(.2*.55) = 32700 lbs. of axial load in the bolt, or
32700 / (Pi r^2) = about 137,000 psi of tensile stress in the bolt, which is
mighty close to the yield strength (~ 130,000 to 150,000) of many steels.
This is too close for engineering comfort.
Which is why I am led to believe galling, aggravated by extreme heat cycling
and the high loads of that pulley working on an initially pretty tight bolt,
plays at least some role and possibly all of it.
#7
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
"Elle" <honda.lioness@nospam.earthlink.net> wrote in message
news:CQbcf.1796$Id6.229@newsread1.news.pas.earthli nk.net...
> "Michael Pardee" <michaeltnull@cybertrails.com> wrote
>> "karl" <ottokarl@cognisurf.com> wrote
>> > http://square.cjb.cc/bolts.htm
>> >
>> > "Self Tightening Bolts theory.
>> > Warning: this page is only a theory, not a fact."
>> >
>> >
>> > That's a good description.
>> >
>> > Could someone please explain what self-tightening and
>> > self-locking bolts are and give examples. The author may
>> > have the latter in mind.
>> >
>> >
>> >
>> > "Figure 4.1 This picture explains the great inertia and
>> > centrifugal force"
>> >
>> > "When ever there is a difference in inertial force (as
>> > pointed out with the arrows) the pulley will move. Not
>> > 180-ft-lb torque can hold the pulley still."
>> >
>> >
>> > I wonder what this is about.
>> >
>> I am unconvinced by this theory.
>>
>> 1) If microscopic ratchet teeth are created to cause the bolt to
>> self-tighten, wouldn't they be destroyed when the god-awful tight bolt is
>> broken loose? The bolt at least should be specified as a "use once" item,
>> regardless of how the mating threads in the crank fare.
>>
>> 2) In order to tighten, the bolt will have to move with respect to the
>> pulley. That means the washer must have similar ratcheting action, and on
> a
>> similar microscopic level to allow the ratchet to occur with miniscule
>> motion. That means if the washer is less than pristine and is reused the
>> bolt won't self-tighten.
>>
>> 3) The forces are downright outrageous. In round numbers, if the washer
>> diameter is 1/2 inch and the bolt thread diameter is 1/4 inch, to tighten
>> past the 200 ft-lb mark the bolt head has to experience 5000 pounds force
>> from one side to the other, or 10000 pounds force on one side relative to
>> the center. The equivalent force on the thread is double that.
>
> It's the stresses in the bolt, not the forces acting on the side of it,
> that
> matter. Specifically, torquing down on a bolt is the equivalent of
> stretching it until it holds two things together. The torquing causes the
> threads to act against each other so as to place the bolt in tension (as
> opposed to compression).
>
> For correlating torque to the axial load it produces, one finds somewhat
> crude estimates like that given at the bottom of
> http://www.engineersedge.com/torque.htm . But of course, this formula will
> require tweaking depending on conditions. E.g. fine thread vs. coarse
> thread.
>
> Anyway, it's really about 200 ft-lbs. divided over the six edges of the
> roughly 1.7/2 cm (= about .33 inch = about 0.028 foot) radius bolt head
> (for
> a 91 Civic, for one), anyway. (This Civic's pulley bolt has a 17 mm head
> and
> 14 mm nominal diameter.) So something like 200/6/(0.028) = about 1200
> pounds
> is applied to each bolt head edge. Key word being "edge." Then one has to
> think about what it means to "apply" this force to the whole edge. It's
> distributed over the surface of the edge, for one thing. If one took 1200
> lbs. and set it on a bar of steel with a cross-sectional area of about 1/8
> inch by 1/8 inch = 1/64 inch (conservative for this back-of-the-envelope
> calculation), the stress would still be only 1200*64 = 77000 psi, far
> below
> the yield strength of typical steels. And it's not being applied
> perpendicularly to each face, but more in shear, besides.
>
>> 4) If there is significant motion of the pulley relative to the crank,
>> the
>> mating surfaces will wallow out.
>
> Which mating surfaces?
>
>> We see it often enough with splined drive
>> axles that are insufficiently torqued.
>>
>> Altogether, it doesn't add up. Torsional forces between the pulley and
> crank
>> must act unidirectionally on the bolt, with several tons of force being
>> transferred through both sides of the washer and
>
> If the above is supposed to relate to your earlier calculation, then I
> think
> there's a conceptual error here.
>
>> without damaging the pulley
>> or crank mating surfaces, with enough movement to materially tighten the
>> bolt. The theorized ratchet mechanism has to operate on a microscopic
> basis,
>> not be damaged in removal, and to allow effortless unthreading when the
> bolt
>> is broken loose. It must work over a wide range of lubrication, including
> a
>> penetrant oil film or being cleaned with brake cleaner. I'm glad I
>> haven't
>> been asked to design something like that, particularly if I could just
>> specify tightening to a different torque in the first place.
>
> I have doubts that a cold bolt-pulley-crankshaft assembly would hold up to
> a
> hand application of 300 ft-lbs. of tightening torque. 'Cause crude
> estimators like the one I cite above indicate this would produce in the
> neighborhood of 300(12)/(.2*.55) = 32700 lbs. of axial load in the bolt,
> or
> 32700 / (Pi r^2) = about 137,000 psi of tensile stress in the bolt, which
> is
> mighty close to the yield strength (~ 130,000 to 150,000) of many steels.
> This is too close for engineering comfort.
>
> Which is why I am led to believe galling, aggravated by extreme heat
> cycling
> and the high loads of that pulley working on an initially pretty tight
> bolt,
> plays at least some role and possibly all of it.
>
>
I think we are talking about two separate things. I'm looking at what is
required for force from the theorized pulley movement (in the original link)
to tighten the bolt beyond 200 ft-lbs, rather than the tightening being from
application of a socket. I don't see how that could be transmitted through
the washer, even if pulley/crank movement occurred without wallowing out the
mating surface between the crank and pulley.
Miscommunication aside, we seem to be on the same page. The bolt isn't
turning to tighten itself, it's just sticking.
Mike
news:CQbcf.1796$Id6.229@newsread1.news.pas.earthli nk.net...
> "Michael Pardee" <michaeltnull@cybertrails.com> wrote
>> "karl" <ottokarl@cognisurf.com> wrote
>> > http://square.cjb.cc/bolts.htm
>> >
>> > "Self Tightening Bolts theory.
>> > Warning: this page is only a theory, not a fact."
>> >
>> >
>> > That's a good description.
>> >
>> > Could someone please explain what self-tightening and
>> > self-locking bolts are and give examples. The author may
>> > have the latter in mind.
>> >
>> >
>> >
>> > "Figure 4.1 This picture explains the great inertia and
>> > centrifugal force"
>> >
>> > "When ever there is a difference in inertial force (as
>> > pointed out with the arrows) the pulley will move. Not
>> > 180-ft-lb torque can hold the pulley still."
>> >
>> >
>> > I wonder what this is about.
>> >
>> I am unconvinced by this theory.
>>
>> 1) If microscopic ratchet teeth are created to cause the bolt to
>> self-tighten, wouldn't they be destroyed when the god-awful tight bolt is
>> broken loose? The bolt at least should be specified as a "use once" item,
>> regardless of how the mating threads in the crank fare.
>>
>> 2) In order to tighten, the bolt will have to move with respect to the
>> pulley. That means the washer must have similar ratcheting action, and on
> a
>> similar microscopic level to allow the ratchet to occur with miniscule
>> motion. That means if the washer is less than pristine and is reused the
>> bolt won't self-tighten.
>>
>> 3) The forces are downright outrageous. In round numbers, if the washer
>> diameter is 1/2 inch and the bolt thread diameter is 1/4 inch, to tighten
>> past the 200 ft-lb mark the bolt head has to experience 5000 pounds force
>> from one side to the other, or 10000 pounds force on one side relative to
>> the center. The equivalent force on the thread is double that.
>
> It's the stresses in the bolt, not the forces acting on the side of it,
> that
> matter. Specifically, torquing down on a bolt is the equivalent of
> stretching it until it holds two things together. The torquing causes the
> threads to act against each other so as to place the bolt in tension (as
> opposed to compression).
>
> For correlating torque to the axial load it produces, one finds somewhat
> crude estimates like that given at the bottom of
> http://www.engineersedge.com/torque.htm . But of course, this formula will
> require tweaking depending on conditions. E.g. fine thread vs. coarse
> thread.
>
> Anyway, it's really about 200 ft-lbs. divided over the six edges of the
> roughly 1.7/2 cm (= about .33 inch = about 0.028 foot) radius bolt head
> (for
> a 91 Civic, for one), anyway. (This Civic's pulley bolt has a 17 mm head
> and
> 14 mm nominal diameter.) So something like 200/6/(0.028) = about 1200
> pounds
> is applied to each bolt head edge. Key word being "edge." Then one has to
> think about what it means to "apply" this force to the whole edge. It's
> distributed over the surface of the edge, for one thing. If one took 1200
> lbs. and set it on a bar of steel with a cross-sectional area of about 1/8
> inch by 1/8 inch = 1/64 inch (conservative for this back-of-the-envelope
> calculation), the stress would still be only 1200*64 = 77000 psi, far
> below
> the yield strength of typical steels. And it's not being applied
> perpendicularly to each face, but more in shear, besides.
>
>> 4) If there is significant motion of the pulley relative to the crank,
>> the
>> mating surfaces will wallow out.
>
> Which mating surfaces?
>
>> We see it often enough with splined drive
>> axles that are insufficiently torqued.
>>
>> Altogether, it doesn't add up. Torsional forces between the pulley and
> crank
>> must act unidirectionally on the bolt, with several tons of force being
>> transferred through both sides of the washer and
>
> If the above is supposed to relate to your earlier calculation, then I
> think
> there's a conceptual error here.
>
>> without damaging the pulley
>> or crank mating surfaces, with enough movement to materially tighten the
>> bolt. The theorized ratchet mechanism has to operate on a microscopic
> basis,
>> not be damaged in removal, and to allow effortless unthreading when the
> bolt
>> is broken loose. It must work over a wide range of lubrication, including
> a
>> penetrant oil film or being cleaned with brake cleaner. I'm glad I
>> haven't
>> been asked to design something like that, particularly if I could just
>> specify tightening to a different torque in the first place.
>
> I have doubts that a cold bolt-pulley-crankshaft assembly would hold up to
> a
> hand application of 300 ft-lbs. of tightening torque. 'Cause crude
> estimators like the one I cite above indicate this would produce in the
> neighborhood of 300(12)/(.2*.55) = 32700 lbs. of axial load in the bolt,
> or
> 32700 / (Pi r^2) = about 137,000 psi of tensile stress in the bolt, which
> is
> mighty close to the yield strength (~ 130,000 to 150,000) of many steels.
> This is too close for engineering comfort.
>
> Which is why I am led to believe galling, aggravated by extreme heat
> cycling
> and the high loads of that pulley working on an initially pretty tight
> bolt,
> plays at least some role and possibly all of it.
>
>
I think we are talking about two separate things. I'm looking at what is
required for force from the theorized pulley movement (in the original link)
to tighten the bolt beyond 200 ft-lbs, rather than the tightening being from
application of a socket. I don't see how that could be transmitted through
the washer, even if pulley/crank movement occurred without wallowing out the
mating surface between the crank and pulley.
Miscommunication aside, we seem to be on the same page. The bolt isn't
turning to tighten itself, it's just sticking.
Mike
#9
Guest
Posts: n/a
Re: Self Tightening Bolts, Self Locking Bolts
"Michael Pardee" <michaeltnull@cybertrails.com> wrote
> I think we are talking about two separate things. I'm looking at what is
> required for force from the theorized pulley movement (in the original
link)
> to tighten the bolt beyond 200 ft-lbs, rather than the tightening being
from
> application of a socket.
Oh. That is different. Some of my comments still apply, but I think it's too
much of a morass to sort out, under the circumstances.
> I don't see how that could be transmitted through
> the washer, even if pulley/crank movement occurred without wallowing out
the
> mating surface between the crank and pulley.
>
> Miscommunication aside, we seem to be on the same page. The bolt isn't
> turning to tighten itself, it's just sticking.
I don't claim the bolt sticks when it tightens in operation (in theory). I
do propose that the crankshaft-pulley assembly moves relative to the bolt at
times.
No big deal. Some time maybe we'll get some studies of whether the bolt does
move relative to the shaft under some operating conditions.
Related aside: Does anyone know whether Honda specifies replacing this bolt
after so many timing belt changes?
Someone here noted that dealer service shops apparently mark the bolt each
time it has been removed. There could be a few reasons for this. I'm
thinking one of them is to keep a record of how many times the bolt has been
loaded yada a certain way.
> I think we are talking about two separate things. I'm looking at what is
> required for force from the theorized pulley movement (in the original
link)
> to tighten the bolt beyond 200 ft-lbs, rather than the tightening being
from
> application of a socket.
Oh. That is different. Some of my comments still apply, but I think it's too
much of a morass to sort out, under the circumstances.
> I don't see how that could be transmitted through
> the washer, even if pulley/crank movement occurred without wallowing out
the
> mating surface between the crank and pulley.
>
> Miscommunication aside, we seem to be on the same page. The bolt isn't
> turning to tighten itself, it's just sticking.
I don't claim the bolt sticks when it tightens in operation (in theory). I
do propose that the crankshaft-pulley assembly moves relative to the bolt at
times.
No big deal. Some time maybe we'll get some studies of whether the bolt does
move relative to the shaft under some operating conditions.
Related aside: Does anyone know whether Honda specifies replacing this bolt
after so many timing belt changes?
Someone here noted that dealer service shops apparently mark the bolt each
time it has been removed. There could be a few reasons for this. I'm
thinking one of them is to keep a record of how many times the bolt has been
loaded yada a certain way.
#10
Guest
Posts: n/a
Wrong torque-stress formula (was: Self Tightening Bolts, Self Locking Bolts)
> From: "alt.autos.honda group" <noreply@googlegroups.com>
> Date: Wed, 09 Nov 2005 03:56:52 +0000
>
> ================================================== ===========================
> TOPIC: Self Tightening Bolts, Self Locking Bolts
> http://groups.google.com/group/alt.a...a7a83c13f47050
> ================================================== ===========================
>
> == 2 of 3 ==
> Date: Wed 9 Nov 2005 00:58
> From: "Elle"
>
> "Michael Pardee" <michaeltnull@cybertrails.com> wrote
> > "karl" <ottokarl@cognisurf.com> wrote
> > > http://square.cjb.cc/bolts.htm
> > >
snip
>
> It's the stresses in the bolt, not the forces acting on the
> side of it, that matter. Specifically, torquing down on a
> bolt is the equivalent of stretching it until it holds two
> things together. The torquing causes the threads to act
> against each other so as to place the bolt in tension (as
> opposed to compression).
>
> For correlating torque to the axial load it produces, one
> finds somewhat crude estimates like that given at the bottom
> of http://www.engineersedge.com/torque.htm . But of course,
> this formula will require tweaking depending on conditions.
> E.g. fine thread vs. coarse thread.
| http://www.engineersedge.com/torque.htm
| Design Considerations
|
| The first requirement in determining the amount of torque
| to apply is a knowledge of the desired bolt stress. This
| stress based on the yield strength of the bolt material. It
| is recommended that the induced stress not be allowed to
| exceed 80% of the yield strength. In the design of a
| fastener application which will be subject to external
| loading, whether static or dynamic, it will be necessary to
| establish bolt size and allowable stress in accordance with
| current engineering practice.
|
| The mathematical relationship between torque applied and
| the resulting tension force in the bolt has been determined
| to be as follows:
|
| T = Torque required (inch pounds)
| F = Bolt tension desired (Axial Load) (pounds).
| D = Nominal bolt diameter. (major dia.)
| EQUATION: T = .2 D F
|
| This relationship is based on the assumption that regular
| series nuts and bolts with rolled threads are used, acting
| on surfaces without lubrication.
What a rubbish! This formula is simply wrong, dead wrong!
The bolt diameter is irrelevant, but the pitch, which is inversely
proportional to the Force, is missing from this formula.
"The [CORRECT] mathematical relationship between torque applied and the
resulting tension force in the bolt," ignoring friction, is:
T = Torque required
F = Bolt tension or compression desired (Axial Load)
P = Pitch
T = P*F/2*Pi, or
F = T*2*Pi/P
It is likely that the constant ".2" in the wrong formula
T = .2 D F
is chosen such that for common threads reasonable results are obtained,
but it is irresponsible not to point out the limitation of this
formula.
> Date: Wed, 09 Nov 2005 03:56:52 +0000
>
> ================================================== ===========================
> TOPIC: Self Tightening Bolts, Self Locking Bolts
> http://groups.google.com/group/alt.a...a7a83c13f47050
> ================================================== ===========================
>
> == 2 of 3 ==
> Date: Wed 9 Nov 2005 00:58
> From: "Elle"
>
> "Michael Pardee" <michaeltnull@cybertrails.com> wrote
> > "karl" <ottokarl@cognisurf.com> wrote
> > > http://square.cjb.cc/bolts.htm
> > >
snip
>
> It's the stresses in the bolt, not the forces acting on the
> side of it, that matter. Specifically, torquing down on a
> bolt is the equivalent of stretching it until it holds two
> things together. The torquing causes the threads to act
> against each other so as to place the bolt in tension (as
> opposed to compression).
>
> For correlating torque to the axial load it produces, one
> finds somewhat crude estimates like that given at the bottom
> of http://www.engineersedge.com/torque.htm . But of course,
> this formula will require tweaking depending on conditions.
> E.g. fine thread vs. coarse thread.
| http://www.engineersedge.com/torque.htm
| Design Considerations
|
| The first requirement in determining the amount of torque
| to apply is a knowledge of the desired bolt stress. This
| stress based on the yield strength of the bolt material. It
| is recommended that the induced stress not be allowed to
| exceed 80% of the yield strength. In the design of a
| fastener application which will be subject to external
| loading, whether static or dynamic, it will be necessary to
| establish bolt size and allowable stress in accordance with
| current engineering practice.
|
| The mathematical relationship between torque applied and
| the resulting tension force in the bolt has been determined
| to be as follows:
|
| T = Torque required (inch pounds)
| F = Bolt tension desired (Axial Load) (pounds).
| D = Nominal bolt diameter. (major dia.)
| EQUATION: T = .2 D F
|
| This relationship is based on the assumption that regular
| series nuts and bolts with rolled threads are used, acting
| on surfaces without lubrication.
What a rubbish! This formula is simply wrong, dead wrong!
The bolt diameter is irrelevant, but the pitch, which is inversely
proportional to the Force, is missing from this formula.
"The [CORRECT] mathematical relationship between torque applied and the
resulting tension force in the bolt," ignoring friction, is:
T = Torque required
F = Bolt tension or compression desired (Axial Load)
P = Pitch
T = P*F/2*Pi, or
F = T*2*Pi/P
It is likely that the constant ".2" in the wrong formula
T = .2 D F
is chosen such that for common threads reasonable results are obtained,
but it is irresponsible not to point out the limitation of this
formula.
#11
Guest
Posts: n/a
A torque-stress formula [was Re: Wrong torque-stress formula (was: Self Tightening Bolts, Self Locking Bolts)
"karl" <ottokarl@cognisurf.com> wrote
> > From: "alt.autos.honda group" <noreply@googlegroups.com>
> > Date: Wed, 09 Nov 2005 03:56:52 +0000
> >
> >
================================================== ==========
=================
> > TOPIC: Self Tightening Bolts, Self Locking Bolts
> >
http://groups.google.com/group/alt.a.../browse_thread
/thread/e5a7a83c13f47050
> >
================================================== ==========
=================
> >
> > == 2 of 3 ==
> > Date: Wed 9 Nov 2005 00:58
> > From: "Elle"
> >
> > "Michael Pardee" <michaeltnull@cybertrails.com> wrote
> > > "karl" <ottokarl@cognisurf.com> wrote
> > > > http://square.cjb.cc/bolts.htm
> > > >
> snip
> >
> > It's the stresses in the bolt, not the forces acting on
the
> > side of it, that matter. Specifically, torquing down on
a
> > bolt is the equivalent of stretching it until it holds
two
> > things together. The torquing causes the threads to act
> > against each other so as to place the bolt in tension
(as
> > opposed to compression).
> >
> > For correlating torque to the axial load it produces,
one
> > finds somewhat crude estimates like that given at the
bottom
> > of http://www.engineersedge.com/torque.htm . But of
course,
> > this formula will require tweaking depending on
conditions.
> > E.g. fine thread vs. coarse thread.
>
>
> | http://www.engineersedge.com/torque.htm
> | Design Considerations
> |
> | The first requirement in determining the amount of
torque
> | to apply is a knowledge of the desired bolt stress.
This
> | stress based on the yield strength of the bolt
material. It
> | is recommended that the induced stress not be allowed
to
> | exceed 80% of the yield strength. In the design of a
> | fastener application which will be subject to external
> | loading, whether static or dynamic, it will be
necessary to
> | establish bolt size and allowable stress in accordance
with
> | current engineering practice.
> |
> | The mathematical relationship between torque applied
and
> | the resulting tension force in the bolt has been
determined
> | to be as follows:
> |
> | T = Torque required (inch pounds)
> | F = Bolt tension desired (Axial Load) (pounds).
> | D = Nominal bolt diameter. (major dia.)
> | EQUATION: T = .2 D F
> |
> | This relationship is based on the assumption that
regular
> | series nuts and bolts with rolled threads are used,
acting
> | on surfaces without lubrication.
>
>
>
> What a rubbish! This formula is simply wrong, dead wrong!
> The bolt diameter is irrelevant,
> but the pitch, which is inversely
> proportional to the Force, is missing from this formula.
Karl, it's a formula for approximating. Too many
non-engineers operate under the illusion that engineering is
an exact science. It's usually not. (Just as medicine is an
inexact science.) Engineering computations are fraught with
assumptions and of course limitations. Torque-axial load
relationships for bolts are a great example of why
engineering can't be an exact science per se and so
approximating formulae are often appropriate. For one thing,
as has been pointed out, friction effects vary a good deal
and fairly unpredictably over the life of a bolt, and can
drastically affect the torque-axial load relationship. For
another, material manufacture means the strength of the
material cannot be known precisely. For a third, geometries
are inexact from the get-go. For a fourth, as materials are
loaded and unloaded, their material properties may change,
so over the life of, say, a bolt, the load at which it may
fail can go down.
We can only approximate the torque-axial load relationship
and build in factors of safety to anticipate worse case
scenarios.
Diameter is relevant. The derivation of the formula is
complicated. I could not do it off the top of my head,
despite having quite a bit of experience teaching strength
of materials subjects (that is, teaching the design of
beams, pillars, fasteners, etc.; anything that has shear or
axial stress in it upon angular or axial loading).
Marks Standard Handbook for Mechanical Engineers' has
another formula which you might like more, assuming you
could accept that figuring out how the geometry of threads
"causes" torque to become axial load is not an easy task:
F = 2 Pi T / (L + kL sec b sec d cosec b + k ' D 3 Pi / 2)
L = the pitch
b = thread angle
k = the coefficient of friction
d = sec (angle between faces of thread/2)
k ' = coefficient of friction between nut and seat (bolt
face and washer?)
(Hopefully I copied this correctly. It's probably on the net
somewhere.)
As you can see, thread diameter still of course plays a
role.
I'm sure we could find several more formulae, good for
certain conditions and to a particular degree of certainty.
Yet another appears below. Took about ten seconds of
googling effort. I just pulled up the first site that came
up in a google search for {torque bolt formula load}.
> "The [CORRECT] mathematical relationship between torque
applied and the
> resulting tension force in the bolt," ignoring friction,
is:
>
> T = Torque required
> F = Bolt tension or compression desired (Axial Load)
> P = Pitch
>
> T = P*F/2*Pi, or
> F = T*2*Pi/P
Don't know where you got this, but its omission of diameter
says a lot.
Here's another formula:
T = Fp * K * d
http://www.roymech.co.uk/Useful_Tabl...Preloading.htm
l
d here is diameter.
> It is likely that the constant ".2" in the wrong formula
>
> T = .2 D F
>
> is chosen such that for common threads reasonable results
are obtained,
> but it is irresponsible not to point out the limitation of
this
> formula.
Karl, you evidently missed the qualifier above, stating that
the formula could be used as an approximation for /regular
series/ nuts and bolts with rolled threads, etc.
Any competent engineer knows that formulae such as the one
at the site above is an approximation and of course has
limitations, at least some of which are stated at the site.
In sum, as much as I hate to be dismissive, the reality is
that this is a complicated subject. Grasp of the precise
nature of torque-load relationships requires study and high
achievement in several college level engineering courses.
OTOH, my sense is that a lot of folks here do have a feel
for how torque does cause axial load; the effects of
friction, diameter, and pitch; etc. So some simple truths
(or attempts to get at the truth) can be discussed and
analyzed and even debated.
> > From: "alt.autos.honda group" <noreply@googlegroups.com>
> > Date: Wed, 09 Nov 2005 03:56:52 +0000
> >
> >
================================================== ==========
=================
> > TOPIC: Self Tightening Bolts, Self Locking Bolts
> >
http://groups.google.com/group/alt.a.../browse_thread
/thread/e5a7a83c13f47050
> >
================================================== ==========
=================
> >
> > == 2 of 3 ==
> > Date: Wed 9 Nov 2005 00:58
> > From: "Elle"
> >
> > "Michael Pardee" <michaeltnull@cybertrails.com> wrote
> > > "karl" <ottokarl@cognisurf.com> wrote
> > > > http://square.cjb.cc/bolts.htm
> > > >
> snip
> >
> > It's the stresses in the bolt, not the forces acting on
the
> > side of it, that matter. Specifically, torquing down on
a
> > bolt is the equivalent of stretching it until it holds
two
> > things together. The torquing causes the threads to act
> > against each other so as to place the bolt in tension
(as
> > opposed to compression).
> >
> > For correlating torque to the axial load it produces,
one
> > finds somewhat crude estimates like that given at the
bottom
> > of http://www.engineersedge.com/torque.htm . But of
course,
> > this formula will require tweaking depending on
conditions.
> > E.g. fine thread vs. coarse thread.
>
>
> | http://www.engineersedge.com/torque.htm
> | Design Considerations
> |
> | The first requirement in determining the amount of
torque
> | to apply is a knowledge of the desired bolt stress.
This
> | stress based on the yield strength of the bolt
material. It
> | is recommended that the induced stress not be allowed
to
> | exceed 80% of the yield strength. In the design of a
> | fastener application which will be subject to external
> | loading, whether static or dynamic, it will be
necessary to
> | establish bolt size and allowable stress in accordance
with
> | current engineering practice.
> |
> | The mathematical relationship between torque applied
and
> | the resulting tension force in the bolt has been
determined
> | to be as follows:
> |
> | T = Torque required (inch pounds)
> | F = Bolt tension desired (Axial Load) (pounds).
> | D = Nominal bolt diameter. (major dia.)
> | EQUATION: T = .2 D F
> |
> | This relationship is based on the assumption that
regular
> | series nuts and bolts with rolled threads are used,
acting
> | on surfaces without lubrication.
>
>
>
> What a rubbish! This formula is simply wrong, dead wrong!
> The bolt diameter is irrelevant,
> but the pitch, which is inversely
> proportional to the Force, is missing from this formula.
Karl, it's a formula for approximating. Too many
non-engineers operate under the illusion that engineering is
an exact science. It's usually not. (Just as medicine is an
inexact science.) Engineering computations are fraught with
assumptions and of course limitations. Torque-axial load
relationships for bolts are a great example of why
engineering can't be an exact science per se and so
approximating formulae are often appropriate. For one thing,
as has been pointed out, friction effects vary a good deal
and fairly unpredictably over the life of a bolt, and can
drastically affect the torque-axial load relationship. For
another, material manufacture means the strength of the
material cannot be known precisely. For a third, geometries
are inexact from the get-go. For a fourth, as materials are
loaded and unloaded, their material properties may change,
so over the life of, say, a bolt, the load at which it may
fail can go down.
We can only approximate the torque-axial load relationship
and build in factors of safety to anticipate worse case
scenarios.
Diameter is relevant. The derivation of the formula is
complicated. I could not do it off the top of my head,
despite having quite a bit of experience teaching strength
of materials subjects (that is, teaching the design of
beams, pillars, fasteners, etc.; anything that has shear or
axial stress in it upon angular or axial loading).
Marks Standard Handbook for Mechanical Engineers' has
another formula which you might like more, assuming you
could accept that figuring out how the geometry of threads
"causes" torque to become axial load is not an easy task:
F = 2 Pi T / (L + kL sec b sec d cosec b + k ' D 3 Pi / 2)
L = the pitch
b = thread angle
k = the coefficient of friction
d = sec (angle between faces of thread/2)
k ' = coefficient of friction between nut and seat (bolt
face and washer?)
(Hopefully I copied this correctly. It's probably on the net
somewhere.)
As you can see, thread diameter still of course plays a
role.
I'm sure we could find several more formulae, good for
certain conditions and to a particular degree of certainty.
Yet another appears below. Took about ten seconds of
googling effort. I just pulled up the first site that came
up in a google search for {torque bolt formula load}.
> "The [CORRECT] mathematical relationship between torque
applied and the
> resulting tension force in the bolt," ignoring friction,
is:
>
> T = Torque required
> F = Bolt tension or compression desired (Axial Load)
> P = Pitch
>
> T = P*F/2*Pi, or
> F = T*2*Pi/P
Don't know where you got this, but its omission of diameter
says a lot.
Here's another formula:
T = Fp * K * d
http://www.roymech.co.uk/Useful_Tabl...Preloading.htm
l
d here is diameter.
> It is likely that the constant ".2" in the wrong formula
>
> T = .2 D F
>
> is chosen such that for common threads reasonable results
are obtained,
> but it is irresponsible not to point out the limitation of
this
> formula.
Karl, you evidently missed the qualifier above, stating that
the formula could be used as an approximation for /regular
series/ nuts and bolts with rolled threads, etc.
Any competent engineer knows that formulae such as the one
at the site above is an approximation and of course has
limitations, at least some of which are stated at the site.
In sum, as much as I hate to be dismissive, the reality is
that this is a complicated subject. Grasp of the precise
nature of torque-load relationships requires study and high
achievement in several college level engineering courses.
OTOH, my sense is that a lot of folks here do have a feel
for how torque does cause axial load; the effects of
friction, diameter, and pitch; etc. So some simple truths
(or attempts to get at the truth) can be discussed and
analyzed and even debated.
#12
Guest
Posts: n/a
Re: A torque-stress formula [was Re: Wrong torque-stress formula (was: Self Tightening Bolts, Self Locking Bolts)
Elle wrote:
snip
> As you can see, thread diameter still of course plays
> a role.
Elle, I wish you a nice Thanksgiving, and I will respond after that.
#13
Guest
Posts: n/a
Re: A torque-stress formula [was Re: Wrong torque-stress formula (was: Self Tightening Bolts, Self Locking Bolts)
> From: "alt.autos.honda group" <noreply@googlegroups.com>
> Date: Tue, 22 Nov 2005 01:47:59 +0000
> X-Rcpt-To: <ottokarl@cognisurf.com>
>
> ================================================== ==========
> TOPIC: Wrong torque-stress formula (was: Self Tightening
> Bolts, Self Locking
> Bolts)
> http://groups.google.com/group/alt.a...a7a83c13f47050
> ================================================== ==========
>
> == 2 of 2 ==
> Date: Mon, Nov 21 2005 3:44 pm
> From: "Elle"
>
> "karl" <ottokarl@cognisurf.com> wrote
> > > From: "alt.autos.honda group" <noreply@googlegroups.com>
> > > Date: Wed, 09 Nov 2005 03:56:52 +0000
> > >
> > >
> ================================================== ==========
> > > TOPIC: Self Tightening Bolts, Self Locking Bolts
> > >
> http://groups.google.com/group/alt.a...a7a83c13f47050
> > >
> ================================================== ==========
> > >
> > > == 2 of 3 ==
> > > Date: Wed 9 Nov 2005 00:58
> > > From: "Elle"
> > >
> > > "Michael Pardee" <michaeltnull@cybertrails.com> wrote
> > > > "karl" <ottokarl@cognisurf.com> wrote
> > > > > http://square.cjb.cc/bolts.htm
> > > > >
> > snip
> > >
> > > It's the stresses in the bolt, not the forces acting on the
> > > side of it, that matter. Specifically, torquing down on a
> > > bolt is the equivalent of stretching it until it holds two
> > > things together. The torquing causes the threads to act
> > > against each other so as to place the bolt in tension (as
> > > opposed to compression).
> > >
> > > For correlating torque to the axial load it produces, one
> > > finds somewhat crude estimates like that given at the bottom
> > > of http://www.engineersedge.com/torque.htm . But of course,
> > > this formula will require tweaking depending on conditions.
> > > E.g. fine thread vs. coarse thread.
> >
> >
> > | http://www.engineersedge.com/torque.htm
> > | Design Considerations
> > |
> > | The first requirement in determining the amount of torque
> > | to apply is a knowledge of the desired bolt stress. This
> > | stress based on the yield strength of the bolt material. It
> > | is recommended that the induced stress not be allowed to
> > | exceed 80% of the yield strength. In the design of a
> > | fastener application which will be subject to external
> > | loading, whether static or dynamic, it will be necessary to
> > | establish bolt size and allowable stress in accordance with
> > | current engineering practice.
> > |
> > | The mathematical relationship between torque applied and
> > | the resulting tension force in the bolt has been determined
> > | to be as follows:
> > |
> > | T = Torque required (inch pounds)
> > | F = Bolt tension desired (Axial Load) (pounds).
> > | D = Nominal bolt diameter. (major dia.)
> > | EQUATION: T = .2 D F
> > |
> > | This relationship is based on the assumption that regular
> > | series nuts and bolts with rolled threads are used, acting
> > | on surfaces without lubrication.
> >
> >
> >
> > What a rubbish! This formula is simply wrong, dead wrong!
> > The bolt diameter is irrelevant,
> > but the pitch, which is inversely
> > proportional to the Force, is missing from this formula.
>
> Karl, it's a formula for approximating. Too many
> non-engineers operate under the illusion that engineering is
> an exact science. It's usually not. (Just as medicine is an
> inexact science.) Engineering computations are fraught with
> assumptions and of course limitations. Torque-axial load
> relationships for bolts are a great example of why
> engineering can't be an exact science per se and so
> approximating formulae are often appropriate. For one thing,
> as has been pointed out, friction effects vary a good deal
> and fairly unpredictably over the life of a bolt, and can
> drastically affect the torque-axial load relationship. For
> another, material manufacture means the strength of the
> material cannot be known precisely. For a third, geometries
> are inexact from the get-go. For a fourth, as materials are
> loaded and unloaded, their material properties may change,
> so over the life of, say, a bolt, the load at which it may
> fail can go down.
>
> We can only approximate the torque-axial load relationship
> and build in factors of safety to anticipate worse case
> scenarios.
The basic laws used in engineering are exact, just like in physics.
> Diameter is relevant. The derivation of the formula is
> complicated. I could not do it off the top of my head,
> despite having quite a bit of experience teaching strength
> of materials subjects (that is, teaching the design of
> beams, pillars, fasteners, etc.; anything that has shear or
> axial stress in it upon angular or axial loading).
Yes, I was wrong stating, "The bolt diameter is irrelevant." This is
only true without friction. I was too fast - didn't think through it.
When developing relationships one starts from simple systems and
refines them as needed. In this case one starts assuming no friction:
F = force (axial load, tension)
T = torque
W = work
s = distance traveled
P = pitch
Example: Lifting 1 pound 1 foot:
W = F*s = 1 lb * 1 ft = 1 ftlb
Applying this to bolts and nuts: the axial work (with s=P) is equal to
the rotational work:
W = F*P = 2*Pi*T*
and
F = 2*Pi*T / P
This is the basic relationship between the tension in the bolt and the
applied torque, ignoring friction. It shows that the tension is
proportional to the applied torque and inversely proportional to the
pitch (as one would guess). The diameter is irrelevant in this ideal
case assuming no friction.
In the real world, with friction present, both components of it - the
friction at the face and the friction in the threads - are depending on
the diameter.
> Marks Standard Handbook for Mechanical Engineers' has
> another formula which you might like more, assuming you
> could accept that figuring out how the geometry of threads
> "causes" torque to become axial load is not an easy task:
>
> F = 2 Pi T / (L + kL sec b sec d cosec b + k ' D 3 Pi / 2)
>
> L = the pitch
> b = thread angle
> k = the coefficient of friction
> d = sec (angle between faces of thread/2)
> k ' = coefficient of friction between nut and seat (bolt
> face and washer?)
>
> (Hopefully I copied this correctly. It's probably on the net
> somewhere.)
>
> As you can see, thread diameter still of course plays a
> role.
>
> I'm sure we could find several more formulae, good for
> certain conditions and to a particular degree of certainty.
> Yet another appears below. Took about ten seconds of
> googling effort. I just pulled up the first site that came
> up in a google search for {torque bolt formula load}.
>
> > "The [CORRECT] mathematical relationship between torque applied and the
> > resulting tension force in the bolt," ignoring friction, is:
> >
> > T = Torque required
> > F = Bolt tension or compression desired (Axial Load)
> > P = Pitch
> >
> > T = P*F/2*Pi, or
> > F = T*2*Pi/P
>
> Don't know where you got this, but its omission of diameter
> says a lot.
>
> Here's another formula:
>
> T = Fp * K * d
>
> http://www.roymech.co.uk/Useful_Tabl...reloading.html
>
> d here is diameter.
>
> > It is likely that the constant ".2" in the wrong formula
> >
> > T = .2 D F
> >
> > is chosen such that for common threads reasonable results are obtained,
> > but it is irresponsible not to point out the limitation of this
> > formula.
>
> Karl, you evidently missed the qualifier above, stating that
> the formula could be used as an approximation for /regular
> series/ nuts and bolts with rolled threads, etc.
Not I "missed the qualifier" - it is unequivocally stated,
> The mathematical relationship between torque applied
> and the resulting tension force in the bolt has been
> determined to be as follows:
Now, this is very clear. But this formula omits the pitch on which the
tension is inversely proportional. Elle, you, it seems, missed my
qualifier, that the formula I showed applies when "ignoring friction."
> Any competent engineer knows that formulae such as the one
> at the site above is an approximation and of course has
> limitations, at least some of which are stated at the site.
That applies to you, but I bet there are many people who, when they see
the formula "T = .2 D F" trust it to be true and believe pitch is
irrelevant - there is no place for it.
> In sum, as much as I hate to be dismissive, the reality is
> that this is a complicated subject. Grasp of the precise
> nature of torque-load relationships requires study and high
> achievement in several college level engineering courses.
I don't think so. Even incorporating friction doesn't require special
knowledge, just a little math and physical understanding.
> OTOH, my sense is that a lot of folks here do have a feel
> for how torque does cause axial load; the effects of
> friction, diameter, and pitch; etc. So some simple truths
> (or attempts to get at the truth) can be discussed and
> analyzed and even debated.
> Date: Tue, 22 Nov 2005 01:47:59 +0000
> X-Rcpt-To: <ottokarl@cognisurf.com>
>
> ================================================== ==========
> TOPIC: Wrong torque-stress formula (was: Self Tightening
> Bolts, Self Locking
> Bolts)
> http://groups.google.com/group/alt.a...a7a83c13f47050
> ================================================== ==========
>
> == 2 of 2 ==
> Date: Mon, Nov 21 2005 3:44 pm
> From: "Elle"
>
> "karl" <ottokarl@cognisurf.com> wrote
> > > From: "alt.autos.honda group" <noreply@googlegroups.com>
> > > Date: Wed, 09 Nov 2005 03:56:52 +0000
> > >
> > >
> ================================================== ==========
> > > TOPIC: Self Tightening Bolts, Self Locking Bolts
> > >
> http://groups.google.com/group/alt.a...a7a83c13f47050
> > >
> ================================================== ==========
> > >
> > > == 2 of 3 ==
> > > Date: Wed 9 Nov 2005 00:58
> > > From: "Elle"
> > >
> > > "Michael Pardee" <michaeltnull@cybertrails.com> wrote
> > > > "karl" <ottokarl@cognisurf.com> wrote
> > > > > http://square.cjb.cc/bolts.htm
> > > > >
> > snip
> > >
> > > It's the stresses in the bolt, not the forces acting on the
> > > side of it, that matter. Specifically, torquing down on a
> > > bolt is the equivalent of stretching it until it holds two
> > > things together. The torquing causes the threads to act
> > > against each other so as to place the bolt in tension (as
> > > opposed to compression).
> > >
> > > For correlating torque to the axial load it produces, one
> > > finds somewhat crude estimates like that given at the bottom
> > > of http://www.engineersedge.com/torque.htm . But of course,
> > > this formula will require tweaking depending on conditions.
> > > E.g. fine thread vs. coarse thread.
> >
> >
> > | http://www.engineersedge.com/torque.htm
> > | Design Considerations
> > |
> > | The first requirement in determining the amount of torque
> > | to apply is a knowledge of the desired bolt stress. This
> > | stress based on the yield strength of the bolt material. It
> > | is recommended that the induced stress not be allowed to
> > | exceed 80% of the yield strength. In the design of a
> > | fastener application which will be subject to external
> > | loading, whether static or dynamic, it will be necessary to
> > | establish bolt size and allowable stress in accordance with
> > | current engineering practice.
> > |
> > | The mathematical relationship between torque applied and
> > | the resulting tension force in the bolt has been determined
> > | to be as follows:
> > |
> > | T = Torque required (inch pounds)
> > | F = Bolt tension desired (Axial Load) (pounds).
> > | D = Nominal bolt diameter. (major dia.)
> > | EQUATION: T = .2 D F
> > |
> > | This relationship is based on the assumption that regular
> > | series nuts and bolts with rolled threads are used, acting
> > | on surfaces without lubrication.
> >
> >
> >
> > What a rubbish! This formula is simply wrong, dead wrong!
> > The bolt diameter is irrelevant,
> > but the pitch, which is inversely
> > proportional to the Force, is missing from this formula.
>
> Karl, it's a formula for approximating. Too many
> non-engineers operate under the illusion that engineering is
> an exact science. It's usually not. (Just as medicine is an
> inexact science.) Engineering computations are fraught with
> assumptions and of course limitations. Torque-axial load
> relationships for bolts are a great example of why
> engineering can't be an exact science per se and so
> approximating formulae are often appropriate. For one thing,
> as has been pointed out, friction effects vary a good deal
> and fairly unpredictably over the life of a bolt, and can
> drastically affect the torque-axial load relationship. For
> another, material manufacture means the strength of the
> material cannot be known precisely. For a third, geometries
> are inexact from the get-go. For a fourth, as materials are
> loaded and unloaded, their material properties may change,
> so over the life of, say, a bolt, the load at which it may
> fail can go down.
>
> We can only approximate the torque-axial load relationship
> and build in factors of safety to anticipate worse case
> scenarios.
The basic laws used in engineering are exact, just like in physics.
> Diameter is relevant. The derivation of the formula is
> complicated. I could not do it off the top of my head,
> despite having quite a bit of experience teaching strength
> of materials subjects (that is, teaching the design of
> beams, pillars, fasteners, etc.; anything that has shear or
> axial stress in it upon angular or axial loading).
Yes, I was wrong stating, "The bolt diameter is irrelevant." This is
only true without friction. I was too fast - didn't think through it.
When developing relationships one starts from simple systems and
refines them as needed. In this case one starts assuming no friction:
F = force (axial load, tension)
T = torque
W = work
s = distance traveled
P = pitch
Example: Lifting 1 pound 1 foot:
W = F*s = 1 lb * 1 ft = 1 ftlb
Applying this to bolts and nuts: the axial work (with s=P) is equal to
the rotational work:
W = F*P = 2*Pi*T*
and
F = 2*Pi*T / P
This is the basic relationship between the tension in the bolt and the
applied torque, ignoring friction. It shows that the tension is
proportional to the applied torque and inversely proportional to the
pitch (as one would guess). The diameter is irrelevant in this ideal
case assuming no friction.
In the real world, with friction present, both components of it - the
friction at the face and the friction in the threads - are depending on
the diameter.
> Marks Standard Handbook for Mechanical Engineers' has
> another formula which you might like more, assuming you
> could accept that figuring out how the geometry of threads
> "causes" torque to become axial load is not an easy task:
>
> F = 2 Pi T / (L + kL sec b sec d cosec b + k ' D 3 Pi / 2)
>
> L = the pitch
> b = thread angle
> k = the coefficient of friction
> d = sec (angle between faces of thread/2)
> k ' = coefficient of friction between nut and seat (bolt
> face and washer?)
>
> (Hopefully I copied this correctly. It's probably on the net
> somewhere.)
>
> As you can see, thread diameter still of course plays a
> role.
>
> I'm sure we could find several more formulae, good for
> certain conditions and to a particular degree of certainty.
> Yet another appears below. Took about ten seconds of
> googling effort. I just pulled up the first site that came
> up in a google search for {torque bolt formula load}.
>
> > "The [CORRECT] mathematical relationship between torque applied and the
> > resulting tension force in the bolt," ignoring friction, is:
> >
> > T = Torque required
> > F = Bolt tension or compression desired (Axial Load)
> > P = Pitch
> >
> > T = P*F/2*Pi, or
> > F = T*2*Pi/P
>
> Don't know where you got this, but its omission of diameter
> says a lot.
>
> Here's another formula:
>
> T = Fp * K * d
>
> http://www.roymech.co.uk/Useful_Tabl...reloading.html
>
> d here is diameter.
>
> > It is likely that the constant ".2" in the wrong formula
> >
> > T = .2 D F
> >
> > is chosen such that for common threads reasonable results are obtained,
> > but it is irresponsible not to point out the limitation of this
> > formula.
>
> Karl, you evidently missed the qualifier above, stating that
> the formula could be used as an approximation for /regular
> series/ nuts and bolts with rolled threads, etc.
Not I "missed the qualifier" - it is unequivocally stated,
> The mathematical relationship between torque applied
> and the resulting tension force in the bolt has been
> determined to be as follows:
Now, this is very clear. But this formula omits the pitch on which the
tension is inversely proportional. Elle, you, it seems, missed my
qualifier, that the formula I showed applies when "ignoring friction."
> Any competent engineer knows that formulae such as the one
> at the site above is an approximation and of course has
> limitations, at least some of which are stated at the site.
That applies to you, but I bet there are many people who, when they see
the formula "T = .2 D F" trust it to be true and believe pitch is
irrelevant - there is no place for it.
> In sum, as much as I hate to be dismissive, the reality is
> that this is a complicated subject. Grasp of the precise
> nature of torque-load relationships requires study and high
> achievement in several college level engineering courses.
I don't think so. Even incorporating friction doesn't require special
knowledge, just a little math and physical understanding.
> OTOH, my sense is that a lot of folks here do have a feel
> for how torque does cause axial load; the effects of
> friction, diameter, and pitch; etc. So some simple truths
> (or attempts to get at the truth) can be discussed and
> analyzed and even debated.
#14
Guest
Posts: n/a
Re: A torque-stress formula [was Re: Wrong torque-stress formula (was: Self Tightening Bolts, Self Locking Bolts)
"karl" <ottokarl@cognisurf.com> and Elle exchanged:
Elle:
> > > | The mathematical relationship between torque
applied and
> > > | the resulting tension force in the bolt has been
determined
> > > | to be as follows:
> > > |
> > > | T = Torque required (inch pounds)
> > > | F = Bolt tension desired (Axial Load) (pounds).
> > > | D = Nominal bolt diameter. (major dia.)
> > > | EQUATION: T = .2 D F
> > > |
> > > | This relationship is based on the assumption that
regular
> > > | series nuts and bolts with rolled threads are used,
acting
> > > | on surfaces without lubrication.
> > >
> > >
> > >
> > > What a rubbish! This formula is simply wrong, dead
wrong!
> > > The bolt diameter is irrelevant,
> > > but the pitch, which is inversely
> > > proportional to the Force, is missing from this
formula.
> >
> > Karl, it's a formula for approximating. Too many
> > non-engineers operate under the illusion that
engineering is
> > an exact science. It's usually not. (Just as medicine is
an
> > inexact science.) Engineering computations are fraught
with
> > assumptions and of course limitations. Torque-axial load
> > relationships for bolts are a great example of why
> > engineering can't be an exact science per se and so
> > approximating formulae are often appropriate. For one
thing,
> > as has been pointed out, friction effects vary a good
deal
> > and fairly unpredictably over the life of a bolt, and
can
> > drastically affect the torque-axial load relationship.
For
> > another, material manufacture means the strength of the
> > material cannot be known precisely. For a third,
geometries
> > are inexact from the get-go. For a fourth, as materials
are
> > loaded and unloaded, their material properties may
change,
> > so over the life of, say, a bolt, the load at which it
may
> > fail can go down.
> >
> > We can only approximate the torque-axial load
relationship
> > and build in factors of safety to anticipate worse case
> > scenarios.
>
>
>
> The basic laws used in engineering are exact, just like in
physics.
The laws of physics are exact, and engineering design
certainly does rely on laws of physics. But engineering
design also takes into account the inability to ascertain
quantities accurately. Above, I named several examples of
quantities that cannot be measured accurately and how they
figure into fastener design. Judgment based on experience
and not without some subjectivity is essential to the
engineering design process. Science by itself does not--and
cannot--build car engines, etc. Engineering does.
> > Diameter is relevant. The derivation of the formula is
> > complicated. I could not do it off the top of my head,
> > despite having quite a bit of experience teaching
strength
> > of materials subjects (that is, teaching the design of
> > beams, pillars, fasteners, etc.; anything that has shear
or
> > axial stress in it upon angular or axial loading).
>
>
>
> Yes, I was wrong stating, "The bolt diameter is
irrelevant." This is
> only true without friction. I was too fast - didn't think
through it.
>
> When developing relationships one starts from simple
systems and
> refines them as needed. In this case one starts assuming
no friction:
>
> F = force (axial load, tension)
> T = torque
> W = work
> s = distance traveled
> P = pitch
>
> Example: Lifting 1 pound 1 foot:
>
> W = F*s = 1 lb * 1 ft = 1 ftlb
>
> Applying this to bolts and nuts: the axial work (with s=P)
It's how much the bolt deflects under the axial load F, not
pitch P, that should be used here.
For one thing, when tightening a bolt, the threads actually
move a little farther apart from each other. So under axial
load, the pitch changes.
The higher the axial load, the more the pitch will be off
from its design value.
Bolt advance under no load (and due to the effects of
rotation and the amount of pitch) is different from bolt
deflection due to axially loading the bolt.
> is equal to
> the rotational work:
> W = F*P = 2*Pi*T*
Omitting friction, it's more something like:
dW = F(x) dx = T(omega) domega
where
x = deflection in the axial direction
omega = angular deflection in radians
F(x) = axial load, which is a function of deflection x
T(omega) = torque, which is a function of angular deflection
omega
> and
> F = 2*Pi*T / P
>
> This is the basic relationship between the tension in the
bolt and the
> applied torque, ignoring friction.
This is a nice first attempt and certainly shows some
understanding of the force and torque relationships in
bolts, but it does have, for one, the blatant mistake I
identify above.
Elle:
> > > | The mathematical relationship between torque
applied and
> > > | the resulting tension force in the bolt has been
determined
> > > | to be as follows:
> > > |
> > > | T = Torque required (inch pounds)
> > > | F = Bolt tension desired (Axial Load) (pounds).
> > > | D = Nominal bolt diameter. (major dia.)
> > > | EQUATION: T = .2 D F
> > > |
> > > | This relationship is based on the assumption that
regular
> > > | series nuts and bolts with rolled threads are used,
acting
> > > | on surfaces without lubrication.
> > >
> > >
> > >
> > > What a rubbish! This formula is simply wrong, dead
wrong!
> > > The bolt diameter is irrelevant,
> > > but the pitch, which is inversely
> > > proportional to the Force, is missing from this
formula.
> >
> > Karl, it's a formula for approximating. Too many
> > non-engineers operate under the illusion that
engineering is
> > an exact science. It's usually not. (Just as medicine is
an
> > inexact science.) Engineering computations are fraught
with
> > assumptions and of course limitations. Torque-axial load
> > relationships for bolts are a great example of why
> > engineering can't be an exact science per se and so
> > approximating formulae are often appropriate. For one
thing,
> > as has been pointed out, friction effects vary a good
deal
> > and fairly unpredictably over the life of a bolt, and
can
> > drastically affect the torque-axial load relationship.
For
> > another, material manufacture means the strength of the
> > material cannot be known precisely. For a third,
geometries
> > are inexact from the get-go. For a fourth, as materials
are
> > loaded and unloaded, their material properties may
change,
> > so over the life of, say, a bolt, the load at which it
may
> > fail can go down.
> >
> > We can only approximate the torque-axial load
relationship
> > and build in factors of safety to anticipate worse case
> > scenarios.
>
>
>
> The basic laws used in engineering are exact, just like in
physics.
The laws of physics are exact, and engineering design
certainly does rely on laws of physics. But engineering
design also takes into account the inability to ascertain
quantities accurately. Above, I named several examples of
quantities that cannot be measured accurately and how they
figure into fastener design. Judgment based on experience
and not without some subjectivity is essential to the
engineering design process. Science by itself does not--and
cannot--build car engines, etc. Engineering does.
> > Diameter is relevant. The derivation of the formula is
> > complicated. I could not do it off the top of my head,
> > despite having quite a bit of experience teaching
strength
> > of materials subjects (that is, teaching the design of
> > beams, pillars, fasteners, etc.; anything that has shear
or
> > axial stress in it upon angular or axial loading).
>
>
>
> Yes, I was wrong stating, "The bolt diameter is
irrelevant." This is
> only true without friction. I was too fast - didn't think
through it.
>
> When developing relationships one starts from simple
systems and
> refines them as needed. In this case one starts assuming
no friction:
>
> F = force (axial load, tension)
> T = torque
> W = work
> s = distance traveled
> P = pitch
>
> Example: Lifting 1 pound 1 foot:
>
> W = F*s = 1 lb * 1 ft = 1 ftlb
>
> Applying this to bolts and nuts: the axial work (with s=P)
It's how much the bolt deflects under the axial load F, not
pitch P, that should be used here.
For one thing, when tightening a bolt, the threads actually
move a little farther apart from each other. So under axial
load, the pitch changes.
The higher the axial load, the more the pitch will be off
from its design value.
Bolt advance under no load (and due to the effects of
rotation and the amount of pitch) is different from bolt
deflection due to axially loading the bolt.
> is equal to
> the rotational work:
> W = F*P = 2*Pi*T*
Omitting friction, it's more something like:
dW = F(x) dx = T(omega) domega
where
x = deflection in the axial direction
omega = angular deflection in radians
F(x) = axial load, which is a function of deflection x
T(omega) = torque, which is a function of angular deflection
omega
> and
> F = 2*Pi*T / P
>
> This is the basic relationship between the tension in the
bolt and the
> applied torque, ignoring friction.
This is a nice first attempt and certainly shows some
understanding of the force and torque relationships in
bolts, but it does have, for one, the blatant mistake I
identify above.
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