Home |
Search |
Today's Posts |
#17
![]() |
|||
|
|||
![]()
Very interesting , why can't you post like this on other threads?
Now back to this post. I have never seen spiral windings on a chimney and certainly would not put it on an antenna. Ice formation is the worst enemy for any antenna and spiral windings increases the adhesion of ice to an element. I will say it again that the best solution is to make the surface as aero dynamic as possible and to reduce the adhesion of ice which means no clamps on the element. One must also design connections of element tubing such that added weight to the element increases tension that is used to hold the element sections together such as a telescopic type taper connection which helps regarding air flow. Making the element lighter also helps because it allows for the willow tree effect like bending in the wind instead of stiffness that provide for occillation and fatigue failure. Putting all these facts together and since I live in the Midwest known for its wind and ice storms I decided a long while ago to change the method of manufacture of elements which especially helps today as aluminum costs go sky high. First I chose a foundation design which was inexpensive, light, and telescopic The 20 feet telescopic fishing pole available for less than $10 on ebay was the final choice ( I did not use the thin portion at the end) I then placed glass reinforced tape along on one side to counteract distributed weight sagging and then drilled small hole along that side so that urathane foam could be squirted inside while at the same time exuding air to provide a long homogenous section of the closed cell type. Now we get to the conductive surface addition. Hardware stores sell sticky back aluminum tape for air sealing purposes which bearing in mind that only material to allow for twice the skin depth penetration is required is then placed length wise along the element length thus overcoming joint resistance change and with a rub down of the surface to remove air bubbles you have a radiating element that is superior to the present state of the art. One more point before closing, imagine a 20 pound block of ice hanging on the end of the element, would the ice hang on to the clamp or aluminum without breaking the element? If the same ice load was on a non clamped form of element I just described would it slide off, bend like it was holding a fish or...... immediately break? One other point, these telescopic poles made in China appear to be standardised and thus intechangeable also when home brewing you just add or remove the added foil at the ends without messing with aluminum section joints. I changed over to this design years ago when I homebrewed a long boom yagi with 13 elements so my fold over tower could handle lifting it and to this day I use this method for making elements. I have mentioned this before but I got a lot of hoots and cries from old timers who object to change and fully expect a repeat of the cat calls. When hiking just take the sections as is and assemble at site as for short term closed cell foam is not really needed. Hopefully some of the younger hams will be attracted to this approach as the cost is way less than the $1000 required for a manufactured antenna. Cheers and beers Art and nothing li Brian Kelly wrote: art wrote: Dan Andersson wrote: But David isn't that the object of the exercise? The object is to dampen the occillation such that metal fatigue does not take place You can remove or redirect the causes of occillations but energy cannot be created or destroyed. Recognising this some manufactures place rope inside the elements and it works even tho it costs the manufacturer. To change the surface of the object receiving these stress reversals only hurts what you are trying to achieve unless what you are adding delays the effect of stress. With foam insulation I only followed the path that is generally used except I also wanted to isolate the inside from environmental effects such winds from other directions as well as providing stiffness. The bottom line is to make the elements as aerodynamic as possible and dampen the occillation that are left. Making things less aerodynamic only serves to worsen things. Are you sure that these additions to chimneys is to dampen occillations as opposed to strengthening the structure? Looks to me like you're overconcerned about fatique problems. Given a 2M antenna the elements would have to deflect +/- some large amount, an inch or so, probably more before the bending stresses would exceed the endurance limit of the types of aluminum alloys normally used to build yagis. If the stresses are below the endurance limit the element can deflect "forever" without suffering a fatigue failure. Further the clue in the description of the original problem indicates that the deflections are generating oscillations with frequencies in the audio range. If you do a freebody diagram of the "system" you'll find it's a rather classic spring-mass with excitation vibration problem. If you crunch the numbers and calculate the resulting time period on the basis of the mass of a half-element, the spring constant of the element and the observed frequency of vibration I suspect you'll find there's no way the element can deflect +/- fast enough to generate stresses on the element as high as the endurance limit. Stuff rope through the element and plug the ends with some heavy goop to add a bit of inertia out where it'll do some good and call it a day. Cheers Art Brian w3rv |
Thread Tools | Search this Thread |
Display Modes | |
|
|
![]() |
||||
Thread | Forum | |||
Replacing Drake R8B mechanical encoder with optical | Shortwave | |||
Tower Resonance Breaker? | Antenna | |||
What causes this? | Antenna | |||
DOUBLE RESONANCE IN DIPOLE...THE CAUSE????? | Antenna | |||
Bricks effect in dipole resonance? Help! | Antenna |