I have seen a lot of hardwood flooring that buckled from weather and water damage. Even one gym floor that buckled so bad you could walk up and drop a basket ball through the hoop. The buckling I have seen has always been width not length.
Most siding on building is not sealed all sides and moisture does get in at the joints, or due to poor upkeep of the finish.
The only realistic way to try and control for any expansion of a white oak balance arm would be to set up the balance with a dummy load. Set up the magnetron without hanging it from the beam. Turn on the magnetron, and measure any changes in the balance. Repeat for time durations expected for experimental runs and record the results.
You may have more issues with the tension wire heating... That might be managed by adjusting tension on each leg of the balance independently, such that a change on the side with the magnetron would not alter the tension on the scales side of the balance. But even that would need to be tested under similar conditions, as just mentioned.
and there was the Mosquito (a great plane)
)
and some other wood planes in WWII but nowadays, we prefer carbon composites, and we are in a NASA site
Good comments, the wood was lightly sprayed with enamel paint to minimize changes in moisture content. For the purpose of this question, assume stable moisture content of a dried hardwood.But lightly spray painting wood siding on homes did not prevent water absorption (and hence hygrothermal changes in length) and wood decay. It may decrease it. It did not prevent wood companies that were marketing wood composite siding products for houses to incur large liabilities due to malfunctioning of their products (now HardiPlank and such are used for siding instead which are a cement product instead).
I guess you are asking us to idealize the problem, and assume that the light spray painting will practically eliminate hygrothermal changes in length.
Groan!
This discussion of thermal expansion due to thermals only reinforces the observation that the "expected" thrust is in the weeds.
IMHO, the only way out of the weeds is with sufficient replications with a given device to drive the signal out of the weeds if it's there. At the same time, weed stomping through analysis of how to grow the weeds is absolutely a good idea, but... if a 1kw magnetron is producing on a good day 100 micro-newtons of real thrust, and the weeds are wandering around 50-150 micronewtons per weed, it's going to take a lot of trials to get any statistical confidence that there's a weed-hopper in them thar weeds.
My take-away is, he/she who thrusts next has got to get themselves psyched up for 100 + trials with data taken every few milliseconds if practicable with the ability to rotate frustrums on demand for another 100 + trials.
I can't see this issue locking down soon if the expansion coefficent of wood plus lacquer has to be accounted for with each run. I can just picture Imbfan demanding thermal shots of each portion of the beam at 1 second intervals and developing a balance beam forecast for each set of measurements.
In the K.I.S.S. principle that I love and have profited from, I strongly advocate taking all the weeds and lumping them together as a coefficient w and trying to find a signal s where the model says thrust = f ( w, s), then altering the test conditions for w where whatever w is, the trial count permits s to emerge, if it's there, statistically. Absent a definition of f I can't think of any other way to hunt for s.

I have seen a lot of hardwood flooring that buckled from weather and water damage. Even one gym floor that buckled so bad you could walk up and drop a basket ball through the hoop. The buckling I have seen has always been width not length.
Most siding on building is not sealed all sides and moisture does get in at the joints, or due to poor upkeep of the finish.
The only realistic way to try and control for any expansion of a white oak balance arm would be to set up the balance with a dummy load. Set up the magnetron without hanging it from the beam. Turn on the magnetron, and measure any changes in the balance. Repeat for time durations expected for experimental runs and record the results.
You may have more issues with the tension wire heating... That might be managed by adjusting tension on each leg of the balance independently, such that a change on the side with the magnetron would not alter the tension on the scales side of the balance. But even that would need to be tested under similar conditions, as just mentioned.
Why not use SeeShell's pultruded carbon epoxy beam? the carbon fiber is much stiffer than wood, and the carbon is unaffected by water, and pultrusion gives you a high percentage of fibers in the longitudinal direction.
It is used for aerospace.
(Well Howard Hughes had a big plane made of wood and there was the Mosquito and some other wood planes in WWII but nowadays, we prefer carbon composites, and we are in a NASA site
...
That works for SeeShells, but it doesn't sound to me as if rfmwguy is working on the same budget.
Plus, if he does improve performance an order of magnitude I think he said somewhere, while it would not be the end of testing to confirm.., it would be out of the noise of his last build.
...
That works for SeeShells, but it doesn't sound to me as if rfmwguy is working on the same budget.
Plus, if he does improve performance an order of magnitude I think he said somewhere, while it would not be the end of testing to confirm.., it would be out of the noise of his last build.I seem to recall that SeeShell's pultruded beam did not have an exhorbitant price. Perhaps she could remind us how much $$$
Balance beam in my test is white oak, grain linear to length. Pivot point centered 53.5 inches from either end. Height is 1 inch, width is 0.75 inches. Light coating of enamel paint to inhibit moisture ingress/egress.
wasn't the anomalous force claimed to be 177 microNewtons in rfmwguy's experiment?
So with
<< for a beam spanning 1m from pivot to suspension point of a 10kg test article (mg≈100N) a 0.1°C increase will typically record same as downward force above 100>>microNewtons
how does
<<(intuitively, could be wrong) this kind of effect is drowned in comparison with buoyant and aerodynamic forces>>
follow?
.../...


...
That works for SeeShells, but it doesn't sound to me as if rfmwguy is working on the same budget.
Plus, if he does improve performance an order of magnitude I think he said somewhere, while it would not be the end of testing to confirm.., it would be out of the noise of his last build.I seem to recall that SeeShell's pultruded beam did not have an exhorbitant price. Perhaps she could remind us how much $$$Oh great, there goes my kickstarter budget out the window...like a spruce goose
Edkt ok...linear expansion coefficient if the shell-stick is?
You're no phun, glenn
I agree, now that we have predicted results, we have another slight test stand improvement with thermal insulation...all for a worthy cause...
Btw, got my recording software/spreadsheet upgraded to provide 64k data points per run rather than around 2600. You want 100 runs? Ok, next csv you get from me will be 6+ megs...how's your inbox capacity?
Flood me.
You're no phun, glenn
I agree, now that we have predicted results, we have another slight test stand improvement with thermal insulation...all for a worthy cause...
Btw, got my recording software/spreadsheet upgraded to provide 64k data points per run rather than around 2600. You want 100 runs? Ok, next csv you get from me will be 6+ megs...how's your inbox capacity?
My inbox capacity is multiple Terrabytes.Flood me.
...
That works for SeeShells, but it doesn't sound to me as if rfmwguy is working on the same budget.
Plus, if he does improve performance an order of magnitude I think he said somewhere, while it would not be the end of testing to confirm.., it would be out of the noise of his last build.I seem to recall that SeeShell's pultruded beam did not have an exhorbitant price. Perhaps she could remind us how much $$$Oh great, there goes my kickstarter budget out the window...like a spruce goose
Edkt ok...linear expansion coefficient if the shell-stick is?
pultruded carbon epoxy has very small negative value of coefficient of thermal expansion (due to the carbon fiber), about - 1.5 *10^(-7) 1/°K
often quoted as ranging from
-0.1*10^(-6)/°K
to
-0.2 *10^(-6)/°K
That's why it is used for space applications
That's about 20 times smaller than the stiffest oven dried spruce you can find.
However, remember than carbon fiber is electrically conductive.
Ok, even easier than I thought :
From the Compound pendulum we have a natural angular frequency ω=√(mgr/I) with m total mass, g gravity, r distance of center of mass below pivot (what I wanted to know) and I moment of inertia.
From rfmwguy, and ignoring weight of beam and assuming symmetrical placement of point mass counter weights (i.e. rough estimation)
I=md² with d=distance of masses from pivot
⇒ r=ω²d²/g
I have noted somewhere an estimated .08Hz for natural oscillations (still about rfmwguy setup), that makes r = distance of apparent center of mass below pivot about 4.8cm. I wonder how much of that is due to the slight bending of the beam (even with the "triangulating" tension wire) ?
Notice that since the whole system is not rigid but some mass is/are, ahem, dangling, it's the height of attachment of dangling mass that counts here, not the actual height of test articles (longer or shorted attachment strings wouldn't change that). On the other hand, massive parts actually rigidly fixed to the beam do contribute to define this parameter according to their placement's height.
Lowering r would yield a higher angular sensitivity, although with great sensitivity comes great responsibility...
Ok, even easier than I thought :
From the Compound pendulum we have a natural angular frequency ω=√(mgr/I) with m total mass, g gravity, r distance of center of mass below pivot (what I wanted to know) and I moment of inertia.
From rfmwguy, and ignoring weight of beam and assuming symmetrical placement of point mass counter weights (i.e. rough estimation)
I=md² with d=distance of masses from pivot
⇒ r=ω²d²/g
I have noted somewhere an estimated .08Hz for natural oscillations (still about rfmwguy setup), that makes r = distance of apparent center of mass below pivot about 4.8cm. I wonder how much of that is due to the slight bending of the beam (even with the "triangulating" tension wire) ?
Notice that since the whole system is not rigid but some mass is/are, ahem, dangling, it's the height of attachment of dangling mass that counts here, not the actual height of test articles (longer or shorted attachment strings wouldn't change that). On the other hand, massive parts actually rigidly fixed to the beam do contribute to define this parameter according to their placement's height.
Lowering r would yield a higher angular sensitivity, although with great sensitivity comes great responsibility...Center of mass below beam is approximately...oh wait, I'll measure dangit
edit - total mass is 3.35 kg, all mass but about 750g centers about 8 inches below end of beam (750g is the frustum and frame).
Ok, even easier than I thought :
From the Compound pendulum we have a natural angular frequency ω=√(mgr/I) with m total mass, g gravity, r distance of center of mass below pivot (what I wanted to know) and I moment of inertia.
From rfmwguy, and ignoring weight of beam and assuming symmetrical placement of point mass counter weights (i.e. rough estimation)
I=md² with d=distance of masses from pivot
⇒ r=ω²d²/g
I have noted somewhere an estimated .08Hz for natural oscillations (still about rfmwguy setup), that makes r = distance of apparent center of mass below pivot about 4.8cm. I wonder how much of that is due to the slight bending of the beam (even with the "triangulating" tension wire) ?
Notice that since the whole system is not rigid but some mass is/are, ahem, dangling, it's the height of attachment of dangling mass that counts here, not the actual height of test articles (longer or shorted attachment strings wouldn't change that). On the other hand, massive parts actually rigidly fixed to the beam do contribute to define this parameter according to their placement's height.
Lowering r would yield a higher angular sensitivity, although with great sensitivity comes great responsibility...Center of mass below beam is approximately...oh wait, I'll measure dangit
edit - total mass is 3.35 kg, all mass but about 750g centers about 8 inches below end of beam (750g is the frustum and frame).
The dangling wire attachment doesn't count! Just the hook/pulley...?
An inch or so?... But then the clamps are rigidly attached so they would count?
Using magnetic shielding material can eliminate the lorentz force.We can welding water-cooled coating outside the cavity surface, as the RF with water cooler.
...
That works for SeeShells, but it doesn't sound to me as if rfmwguy is working on the same budget.
Plus, if he does improve performance an order of magnitude I think he said somewhere, while it would not be the end of testing to confirm.., it would be out of the noise of his last build.I seem to recall that SeeShell's pultruded beam did not have an exhorbitant price. Perhaps she could remind us how much $$$