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Why do we homebuilders use 4130 tube? My old Aeronca does just fine
being made of mild steel. A bit of napkin calcs says that going up just one tube diameter for the size tube we normally use, the area, and the strength/weight goes up between 15% and 20%. This pretty much offsets the difference in tensile strength between 4130 N and 1026, and more than offsets it for something like 1040. The "mild steels" can be welded using MIG or TIG with little worries about HAZ and since we are not heat treating the 4130 to obtain its strength advantage it seems to me to actually be a poorer choice for amateur aircraft construction. For a typical rag and tube plane, properly choosing the tube sizes should result in a weight gain of less than 15% for the same strength which is, what, around 20 pounds for something like a Tailwind or Aeronca. This to me seems like a good trade off to eliminate the possibility of cracked welds due to poor technique. Not to mention maybe saving a few bucks and being able to get the steel locally. Could the availability of cheap WWII surplus steel have created a tradition that has persisted in spite of other possibly superior options? |
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#3
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I regularly use square ASTM A500 tube for all sorts of stuff. I like it a
lot, because MIG welding is much easier, it is very cheap. It seems to resist corrosion much better. I left a rack on my pickup unpainted all winter and there was very little rust when I painted it last week. 4130 would have been badly corroded by now. Square tubing also means that when I cut an angle with my cutoff saw, it fits perfectly...no filing or joint jigger gadget needed. My Adventurer Amphibian kit uses square tubing of some sort. I expect it's just this same cheap structural stuff, even the engine mount and landing gear are made of it. The Adventurer has a bad reputation (for such a cool airplane), but not for THAT. http://beta.communities.fr.msn.ca/Ad...entalAmphibian I think the reason airplane types use 4130 is mostly tradition, and an insistence that we need to have the best. But "the best" hasn't been redefined since the 1950s. For a typical rag and tube plane, properly choosing the tube sizes should result in a weight gain of less than 15% for the same strength which is, what, around 20 pounds for something like a Tailwind or Aeronca. This to me seems like a good trade off to eliminate the possibility of cracked welds due to poor technique. Not to mention maybe saving a few bucks and being able to get the steel locally. |
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On Thu, 18 Mar 2004 13:07:22 +0000, Corky Scott wrote:
The last thing I'd mention is that because 4130 is stronger and stiffer, you can probably use tubing that is lighter than mild steel to construct your fuselage and still have a strong fuselage. In airplanes, saving weight is almost a formal religion. The more weight you save, the more weight you can carry, or the better the performance or both. Corky Scott 4130 is certainly stronger than mild steel, but the modulus of elasticity of all steel is about 29-30 ksi, with very, very small variations depending on alloy. So for a given tube diameter and wall thickness, the mild steel tube and the 4130 tube will have the same stiffness. If you increase the diameter of the mild steel tube to make up for it having a lower strength than the 4130, then the mild steel tube will be stiffer than the 4130 tube. The following links show modulus of elasticity of 29 ksi for mild steel, and 29.7 ksi for 4130 steel, or a 2.5% difference. Not really significant. http://www.matweb.com/search/Specifi...bassnum=M1030F http://www.matweb.com/search/Specifi...bassnum=M4130A -- Kevin Horton RV-8 (finishing kit) Ottawa, Canada http://go.phpwebhosting.com/~khorton/rv8/ e-mail: khorton02(_at_)rogers(_dot_)com |
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Del Rawlins wrote in message ...
To add to Corky's comments, 4130 can be TIG welded with little worry about the HAZ as well, which is how I am welding the steel components of my Bearhawk together. I may do some stress relief of critical clusters and attach points using a rosebud torch, Seems to be a contradiction here. If TIG works so well why bother with the "stress relief of critical clusters and attach points"? This either implies that the welding process is not completely acceptable, or the rest of the structure has been over built and less than ideal welds are acceptable. If the later is the case why not use something like 1026 DOM and forget the post heat alltogether? I'm not from Missouri but I still need to be shown that TIG is truly acceptable for welding 4130. (I have a TIG and could use it, but don't) I know some certified plane builders do it this way, and have heard that at least one uses MIG, but to me it seems that heat is heat, no matter how it is introduced to the metal. From my limited understanding of metallurgy it's not the quantity of the energy put into the metal it's the energy density, or peak heat, that is the determining factor, coupled with the rate of cooling. The HAZ may be smaller and closer to the weld with TIG but it - is - still there. Isn't it? Maybe because the TIG HAZ is closer to the weld, and therefore has a larger area than than the HAZ would have after being chased out into the tube, one can get a stronger overall stucture by not post heating a TIG weld? Just to clear up a possible misconception from another poster - I am NOT suggesting to, or wishing to, substitute ERW DOM mild steel for 4130 in an existing design. I'm well aware of the cascade effect of changing something on an existing design. If TIG, or MIG (I'm real good at MIG of thin metal, done lots of it) welding of 4130 results in an overall better airframe then I'll stick to 4130. But if there is a substitute, like 1040 DOM, that has a strength only slightly less than 4130 N, that can be welded with out any worry of developing a critical HAZ (not 100% sure about this), then to me that would seem to be a better option for the average homebuilder. I'm not trying to be argumentative and have no desire to ignite any flame here. I do like to occasionally challenge the accepted traditions to see if there might be a "better" way of doing things. Even if there isn't a better way I, and maybe some others, will get a better understanding of just why "we do it that way". ================= Leon McAtee |
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"Leon McAtee" wrote in message
om... I'm not trying to be argumentative and have no desire to ignite any flame here. I do like to occasionally challenge the accepted traditions to see if there might be a "better" way of doing things. Even if there isn't a better way I, and maybe some others, will get a better understanding of just why "we do it that way". Understand where you are coming from, Leon. It seems that you are walking awfully close to the line between "builder" and "designer" - one which I avoid like STD's. ![]() The pitfalls of changing a design are many and legendary. One thing seems to lead to another and it is my opinion that it takes an aeronautical design engineer who is specifically trained in the field of homebuilt light aircraft to fully comprehend and integrate changes to proven designs. You say, "it's only 20 pounds"; but that may have far-reaching effects which are not evident to a builder. That being said, I would think that a change from 4130 steel to 2024 Aluminum would have many more advantages than from 4130 --- 1026. I was given the option on the plans for my airplane to use either 1/4" 4130 or 3/8" 2024 Al for the wing joining plates. The 2024 was stronger and lighter, so I chose to use aluminum. The difference here was that it was written right there in the plans. I would not have elected to do this myself. From what I've heard, the builder of John Denver's Long Eze had a better idea for the location of the fuel selector valve. . . Regards, Rich S. |
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In Leon McAtee wrote:
Del Rawlins wrote in message ... To add to Corky's comments, 4130 can be TIG welded with little worry about the HAZ as well, which is how I am welding the steel components of my Bearhawk together. I may do some stress relief of critical clusters and attach points using a rosebud torch, Seems to be a contradiction here. If TIG works so well why bother with the "stress relief of critical clusters and attach points"? This either implies that the welding process is not completely acceptable, or the rest of the structure has been over built and less than ideal welds are acceptable. If the later is the case why not use something like 1026 DOM and forget the post heat alltogether? No contradiction. I haven't been convinced that stress relief is necessary, but neither have I been convinced that it hurts anything, and it only takes all of a few minutes to accomplish. From what I can tell, even experienced welders can't agree on whether or not it is desirable. I'm not from Missouri but I still need to be shown that TIG is truly acceptable for welding 4130. Over and above 50 odd years of experience in the aerospace industry? I'm going to say Arkansas, but that's only a guess. (I have a TIG and could use it, but don't) I know some certified plane builders do it this way, and have heard that at least one uses MIG, but to me it seems that heat is heat, no matter how it is introduced to the metal. From my limited understanding of metallurgy it's not the quantity of the energy put into the metal it's the energy density, or peak heat, that is the determining factor, coupled with the rate of cooling. Speaking of contradictions, if heat is heat, why do you still need to be shown that TIG is acceptable for welding 4130? The HAZ may be smaller and closer to the weld with TIG but it - is - still there. Isn't it? Maybe because the TIG HAZ is closer to the weld, and therefore has a larger area than than the HAZ would have after being chased out into the tube, one can get a stronger overall stucture by not post heating a TIG weld? That's possible, I don't know. Just to clear up a possible misconception from another poster - I am NOT suggesting to, or wishing to, substitute ERW DOM mild steel for 4130 in an existing design. I'm well aware of the cascade effect of changing something on an existing design. If TIG, or MIG (I'm real good at MIG of thin metal, done lots of it) welding of 4130 results in an overall better airframe then I'll stick to 4130. But if there is a substitute, like 1040 DOM, that has a strength only slightly less than 4130 N, that can be welded with out any worry of developing a critical HAZ (not 100% sure about this), then to me that would seem to be a better option for the average homebuilder. To play devil's advocate, I would like to be shown instances where amateur TIG welding of 4130N resulted in homebuilt aircraft falling out of the sky. Also, before deciding to switch from 4130 to something else based on price, check out the prices at Dillsburg Aero in Pennsylvania. Members of the Bearhawk list who live nearby to ACS in California, have reported that it is still significantly cheaper to have 4130 shipped from Charlie Vogelsong at Dillsburg than to buy it locally at ACS. I'm not trying to be argumentative and have no desire to ignite any flame here. I do like to occasionally challenge the accepted traditions to see if there might be a "better" way of doing things. Even if there isn't a better way I, and maybe some others, will get a better understanding of just why "we do it that way". Understood. As a relative newcomer to aviation, I get sick and tired of the deeply held beliefs of many of the mechanics and pilots I encounter, which often have no basis in reality, or are based on obsolete information. ---------------------------------------------------- Del Rawlins- Remove _kills_spammers_ to reply via email. Unofficial Bearhawk FAQ website: http://www.rawlinsbrothers.org/bhfaq/ |
#10
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Del Rawlins wrote:
In Leon McAtee wrote: Del Rawlins wrote in message ... To add to Corky's comments, 4130 can be TIG welded with little worry about the HAZ as well, which is how I am welding the steel components of my Bearhawk together. I may do some stress relief of critical clusters and attach points using a rosebud torch, Seems to be a contradiction here. If TIG works so well why bother with the "stress relief of critical clusters and attach points"? This either implies that the welding process is not completely acceptable, or the rest of the structure has been over built and less than ideal welds are acceptable. If the later is the case why not use something like 1026 DOM and forget the post heat alltogether? No contradiction. I haven't been convinced that stress relief is necessary, but neither have I been convinced that it hurts anything, and it only takes all of a few minutes to accomplish. From what I can tell, even experienced welders can't agree on whether or not it is desirable. I'm not from Missouri but I still need to be shown that TIG is truly acceptable for welding 4130. Over and above 50 odd years of experience in the aerospace industry? I'm going to say Arkansas, but that's only a guess. It was my understanding that the problem with TIG is that it doesn't put in ENOUGH heat. That is, it melts the steel at only a very limited section, as soon as you move on all the surround steel sucks the heat out, basically quenching the weld and making 4130 brittle. Don't know if it was my lack of skill, the cheap TIG contraption I was using, or misaligned stars, but the few test pieces I TIGed together came apart with my bare hands. I'm strong, but not like that. I decided to stick with OcyAcet. Luckily, I'm almost done with it. -- http://www.ernest.isa-geek.org/ "Ignorance is mankinds normal state, alleviated by information and experience." Veeduber |
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