§1. The Black Hawk tail rotor washer failure [00:03]
This is another story of stress corrosion cracking, from an Army Black Hawk helicopter. This one is painted gray — so what type of Black Hawk is this? A Navy one. The Coast Guard has Jayhawks. The presidential Hawks — if you go down to Sikorsky with me, they actually have a separate engineering group for the presidential Hawks. They don't make that many, and it's the last Black Hawk you'd expect special attention on.
In the early life of the program, the first couple of years, they had a Black Hawk go down in Arkansas on a night-vision-goggle training exercise. Six soldiers were killed, the pilots were killed, and another soldier was in a coma after the accident. So there's a lawsuit. [Tom holds up a washer and a nut.] It turns out this is a washer and this is the nut that holds it on — I'll pass these around in a second. The number of holes in the washer is different than the number of holes in the nut. They don't want to have a keyway, which would be a stress concentrator. This is holding the tail rotor together — you have a tapered shaft for the tail rotor, and you basically squeeze the shaft on with friction and keep it from rotating. So instead of a keyway, you put a screw between the washer and the nut, and that keeps the thing from coming loose. Don't trust any kind of wire or polymer inside to keep things from coming loose — you can actually put a positive lock. It's a pretty sophisticated design. This is a four-hundred-dollar washer, okay.
Aluminum, and different colors for different services, but it's got an oxide hard-coating. Here's the shaft that slides in here, which does have a little bit of wear where it engages with the rest of the thing. The question was why we had the failed washer. I don't have the failed washer — these are just the exemplars. It was stress corrosion cracking. You look at the microstructure and the fracture, and it's clearly stress corrosion cracking. But there shouldn't have been enough stress on this thing for it to crack. This is, remember, 7075 aluminum alloy in the T6 condition. I told you there's a problem with the T6 condition — it has the maximum strength properties, the peak. Sikorsky divides their helicopter fleet into different models, and so all the Black Hawks have an engineering group over here, the MH-53 has another group over there. They have a whole bunch of different models of helicopters, and each one has its own engineering group.
One of the other engineering groups had found out they were getting stress corrosion cracking of these washers, and they realized they should have made it out of T7351, sorry — they should have made it out of T7, supposedly T7351. The 51 after the seven is how you stress-relieve, okay.
§2. Government contractor defense and the residual stress measurement [04:04]
There are actually two points to the story. In crashes it's also about the people who died or are in comas, and Sikorsky and the government contractors take a little precedence here. The Supreme Court, almost twenty-five years ago, ruled that you can't sue a manufacturer of military hardware, because military hardware is designed to push the limits of technology, and you're going to have failures. Sort of like Eric Schmidt at Google says: if you don't have failures, you're not doing your job, you're not pushing hard enough into new technology. Plus you've got NAVAIR — in this case the Army probably had the lead on the Black Hawk — but you've got a whole group of government scientists reviewing the design. You have design reviews. Sikorsky or Boeing or whoever would come in, tell what they're doing on the design, spend several days with a bunch of DOD engineers and scientists, and the government is responsible for the design. So you can't sue the manufacturer for a defective design. That's the government contractor's defense. Sikorsky was the government contractor — they just built what the government approved, and the government said we want the best technology, the most forward-looking advanced technology. Congress said okay, we're going to protect the defense contractors from design flaws. But they don't protect them from manufacturing flaws, okay. If they don't manufacture it to the spec, they're dead.
So Sikorsky's attorneys came in with the government contractor's defense, and these military widows were going to get nothing. But two weeks before my deposition, we all agreed: stress corrosion cracking, and we all agreed it was the wrong T treatment. In fact Sikorsky had discovered — because the Navy is the corrosion leader in the services — they found these washers in their plastic bags, never used, sitting on the shelf, with cracks in them. They'd never been put in service and they had little cracks.
[Tom holds up a Navy washer with a saw cut.] This is a Navy washer that we cut to measure the residual stresses. By measuring the flats — the distance between the flats before the saw cut and after — we could calculate that this thing had about 10 ksi residual stress, because its springs closed. It's actually more complex: there are tensile stresses on one side and compressive on the other. But we got an idea what the stresses were. The T6 treatment on this aluminum alloy had residual stresses, and the stress corrosion cracking susceptibility threshold was 7 ksi, and we had 10 ksi. That's why it's cracking on the shelf. You guys are out in a humid, moist, salt-laden atmosphere, and even though the washer's in a bag, a little moisture humidity gets inside that bag and a crack grows. So you draw my three circles — I think you guys understand the three circles by now. You had stress from residual stresses, you had a susceptible microstructure — it was the T6 treatment, supposedly with stress relief — and you had the environment.
So I got the drawings, the government-certified drawings. T7351 — the 51 means you take the bar, do a mechanical stretch of 1% strain, which is in the plastic region, and that relieves the stresses in the bar. The 5 means it's mechanically stress-relieved at one percent. There's a 52 treatment where you stretch it three percent; this is the one-percent. What Sikorsky had done is they bought a bar of material, they sliced it up into little pancakes, and they did all their anodizing and drilling holes and machining. When they were all done, they had bought the material as T7351, so they figured they had good stress relief. But after they did all this machining, they hadn't stress-relieved. How do you pull on this thing in tension with the T7351 treatment? You can't grab this and pull it in tension. What they should have had on the drawing was T7352 — the 2 is a compression heat treatment. I can take a disc like this and squeeze it by 1% or 3%, and I can stress-relieve in compression. That's not what the drawing said.
Sikorsky's chief of rotors testified the day after me, and said, oh, we bought it in the stress-relieved condition. That's sort of like the guy who didn't preheat the weekend before and welded — oh yeah, we did stress relief once. It's like the New England Aquarium: they have stainless steel on the outside structure, supposed to look like fish scales, big sheets of stainless steel, and they bought it in the passivating condition, which grows an oxide skin and keeps it from corroding in salt air almost permanently. Then they went along and did mechanical abrasion to give it some texture. They bought it in the passivating condition, and they scratched off the passivation. Guess what — it's not passivated anymore. So there are three examples of things: well, we bought it in that condition, and then we transformed it, so it's not in that condition anymore. But we bought it in the right condition.
Sikorsky realized they had this problem before the accident, in this other group, and the other group communicated saying hey, you've got to change out all your T6 washers in the whole fleet — 1300 Black Hawks out there. They put them on order; it was going to take fifteen months at four hundred dollars apiece. The accident occurred nine months later. They were in the process of being changed out, and this includes the presidential helicopter folks — if the presidential helicopter had lost its tail rotor authority and crashed, there would have been a bigger inquiry. But anyway, they didn't tell the presidential helicopter crew. It's just another business story of, you know, they actually knew what they had. The chief of rotors testified, and nonetheless two weeks later Sikorsky paid ten million dollars.
Student: What's the force that would give you that compression?
That's 6061, so it's about 40 ksi yield. Measure the cross-sectional area, and you'd need over 30 tons of force to squeeze it.
§3. Aluminum temper designations and the buy-to-fly ratio [12:38]
This leads into — I showed you this before — the types of heat-treated aluminum alloys. They can be as-fabricated, the H for full of work, or the heat-treated alloys, solution-treated, or heat-treated T1 through T10. Then you can have other numbers after that. I'm not going to go through them; there's a whole book of aluminum alloys and their temper designations. Read the book.
So you can stress-relieve by stretching or compressing. What Sikorsky wanted was T7352, but I suspect the drawings said T7351. T7352 is compressing the thing. And I think I mentioned the Davenport Iowa plant where they make the four-to-six-inch-thick plates. Alcoa Davenport makes 7050 for Airbus wings — 7000 series aluminum alloy, more modern, more corrosion-resistant than 7075, higher strength too. If you go to thicknesses, you can buy this in T7651 or T651, and you'll find that T7 is the over-aging heat treatment, so you lose a little bit of strength.
7050 versus 7075 are different alloys. So the old alloy — they did over-temper and it was susceptible to stress corrosion cracking. Nowadays they've developed a more stress-corrosion-resistant alloy, and it has a little higher strength too because they've optimized it. In this one, you actually get better strength, better corrosion resistance, better elongation. The yield strength goes from 61 up to 66, up to three inches thick. If you keep going on this — T7451, T7351 — this would be three or four inches thick plate they can make. Up to five or six inches thick plate for bigger welds for bigger aircraft.
And this way you're going to machine away ninety percent of the weight out of this plate. Aircraft are weight-critical. You start with the thick plate and you're going to machine away ninety percent of the weight. The Air Force calls it the buy-to-fly ratio. The Air Force is the big purchaser of aircraft components. You talk about the pounds of metal purchased as a plate or a big forging that you're going to machine down into a rotor disc or a wing — and you could be paying five or ten bucks a pound for this aluminum plate, and you're going to machine away ninety percent of it.
So your material cost on your fly-weight: if you pay ten dollars a pound and you machine away ninety percent of it, you're paying a hundred dollars a pound for the material you fly. If you're talking nickel-based superalloys, you could be paying a hundred dollars a pound, multiply that by ten, and your engine cost material is a thousand dollars a pound of actual engine weight. The Air Force used to have 32-to-1 buy-to-fly ratios. Most of those are down below 10 now, because in the 1980s they had a huge program called near-net-shape manufacturing. Rather than making a big round cylinder and machining ninety percent away, they can now forge something so close to the final shape — they spent billions on near-net-shape manufacturing to save many billions.
For those nickel-based alloys, in many cases they're triple vacuum-melted — vacuum arc remelted, double or triple vacuum-melted, vacuum induction-melted. You're getting rid of all the nitrogen, hydrogen, oxygen, down to very low values. How do we make a landing gear at 250 ksi yield strength and not get hydrogen cracking? Because we vacuum-melt it three times — there's not a lot of hydrogen left in there. It's below half a part per million hydrogen. But if you try to do it in the air, which is where we melt most of the steel in the world — just the moisture in the air —
§4. Welding humidity and atmospheric moisture [18:22]
When you're welding — you're never supposed to weld in a shipyard, part of the Navy spec, if you're above eighty percent humidity. Were you ever in Newport News? How many days did you shut down operations of welding because you were over eighty percent humidity? That proves that they never get above eighty percent humidity in Newport News, right? They have the bay doors over there — in the wintertime, of course, all closed, it's freezing cold outside, and they have a nice comfortable 70 degrees inside, and they have all the doors closed. Why would they open them? They don't want the atmospheric interference happening with what they're doing.
You can actually see the fog in the summer over the ocean, when the ocean's cooler than the air — sun comes down and you start seeing fog. You don't want to blow that one-hundred-percent humidity inside the hangar. So there's a reason for it, and they've set up preheat procedures to allow for it. The spec said do not weld above eighty percent humidity. And of course down in the tropics, in Pascagoula, it's never below 80-something — it's just the armpit down there.
Do you know how much moisture content is in the air at one-hundred-percent humidity, at 90 degrees Fahrenheit? You learn in high school that air is seventy-eight percent nitrogen, one percent argon, twenty-one percent oxygen. At 90 degrees Fahrenheit, you can look it up in the humidity tables and the steam tables, and you'll find that about five percent of your air is moisture. Where do you think rain comes from? You hear about the rainfall in Texas, and how they're having floods from the rain in Texas. I once thought, where does all this fresh water come from? It's up there. Do the calculation: even if it's only 1% moisture in the air — that's a cloud. You get close to 100% humidity and you have clouds. Figure out what the temperature is, figure out what the humidity is, and assume that you've got two miles of thickness of air with whatever the density is, at one percent moisture, and you find there's enough moisture — because you see a weather system go across the United States and it wets the whole country, 3,000 miles. Water can wet the whole country with all the moisture that's up there. There's a tremendous amount of fresh water up there. When we get big heavy rainstorms of an inch, it's just a small fraction of what's up there. Do the calculations, guys — don't be afraid to do the calculations. Sometimes you're surprised by the answer.
§5. Plate properties, qualifying new steels, and prototype submersibles [21:59]
These plates are five to six inches thick, and they have different properties in different directions for the rolling direction. This is fracture toughness in different directions, and you have different fracture toughness — the thicker the plate, the less mechanical work, the coarser the grain size, the lower the properties. Boeing's not going to buy it and put it into a wing unless Alcoa and Boeing together have done millions of dollars' worth of property evaluation. And it's not just strength. A hundred years ago it was just yield strength, tensile strength, and elongation. Since the 1950s, fracture toughness, which gets into fracture mechanics, fatigue, critical brittle fracture — you have to know all the properties.
When I said it cost fifty million dollars in 1960s money to develop HY80 and HY100, they were doing full trials. But you can have a whole 200-ton heat made by US Steel for probably half a million dollars back then. Today, if you want to develop a new steel, you're probably in several hundreds of millions of dollars in different qualification tests.
This is another problem with our pressure vessels. You guys still use ASME pressure vessel steels. Almost all of those were developed in the 1940s, and it would cost probably half a billion dollars to qualify new steels for pressure vessels. The Department of Energy has tried to qualify 9% nickel steel — sorry, nickel-1-molybdenum — to use at higher temperatures for some of the nuclear reactors. They've been doing this for 40 years, and people are still somewhat hesitant. They haven't got a big enough database out there until you actually start building prototypes and get experience. That's why the Navy, before they went to an all-HY100 hull, built a couple of full-size 30-foot-diameter sections for a couple of boomers back in the 90s and put them in service, even though they were still on HY80. They wanted to get the experience with welding it. And even when they did go to a full-sized ship — Sea Wolf in the 90s — they still had major problems. One of the reasons for building things like Alvin and the Sea Cliff was as part of the prototyping research exercise. You build small submersibles, deep-submergence things, but it also gives you experience with fabricating what they hoped would be the next HY-series alloys.
§6. Aluminum filler metal selection and pitting corrosion [25:07]
When you get to the heat-treated alloys: 4043 is high silicon weld filler wire; copper — that's the original Wright brothers aluminum-copper alloys, developed about a hundred years ago. We learned with copper in aluminum — or magnesium, a couple of others — over the years that they are serious problems for pitting corrosion. Because of the precipitation hardening, you've got little specks of copper alloy. Copper's more noble than aluminum, so now you have little cathodes surrounding your anode. Pitting corrosion occurs at the anode. So you have little galvanic cells just eating away at it.
I mentioned to someone after class yesterday — I think I mentioned it in class — what does a magnesium anode look like for a hot water tank at home? They basically extrude magnesium over a steel wire and pull the steel wire out, and that becomes your sacrificial anode. This magnesium has to be extremely pure — less than seven parts per million of nickel. Nickel and magnesium do not mix in equilibrium proportions. The solubility of nickel in magnesium is only about seven parts per million. If you have more nickel than that, you'll get little nearly-pure nickel precipitates, and your magnesium anode will consume itself by galvanic action. You'll have local galvanic cells from here to here, and two hours later it's completely gone, and it didn't do anything to protect your steel vessel. It just protected itself in some areas where there was nickel and corroded itself everywhere else. It looks like Swiss cheese. So some of these things get fairly tight on composition control for corrosion.
The largest application of magnesium in the world is alloyed with aluminum. You get 5% magnesium in some of the 5000 series, and several percent in the 7000 series — 7% manganese, chromium, zinc. Zinc in the 7000 series — we form magnesium-zinc precipitates. You start getting fancy in your precipitates, and silicon can be in the precipitates. So a lot of technology goes into this stuff, nowhere near what we have in steel because of the different volumes used.
Now: aluminum-silicon, aluminum-copper, aluminum-magnesium, aluminum-magnesium-silicon. So this is the 4000 series, 2000 series, 6000 series, and 7000 series. This is composition of the weld, and you have regions here. Remember I showed you a phase diagram. Most of these primary alloying elements in aluminum have a phase diagram that looks like that, whether you're talking about copper, magnesium, or silicon. This is one hundred percent aluminum, and as you add the alloying element, you go from a 660 melting point — virtually everything you put in there lowers the melting point of pure aluminum. That's about 555, 560 depending on which alloy. What you don't want for welding is to be in this range where you have a wide freezing range — beginning of solidification, end of solidification. This is liquidus, this is solidus. You want a relatively narrow freezing range. What they're plotting is crack sensitivity, which is related to the solidification. The very bottom of the solidus is a mixture of solid aluminum with a little bit of eutectic plus these little precipitates. These precipitates cause pitting when you put aluminum in a corrosive environment. That's why we do plain aluminum on the surface; most of your cookware is nearly pure aluminum or 3000 series, which is near-pure aluminum and doesn't have these little precipitates. Who needs a pot that has 60,000 pounds per square inch strength?
So there are certain ranges where you have huge amounts of cracks. The chart shows you which composition ranges to avoid. You don't want to be between one-half percent and four percent magnesium in your welds. So you make either a highly alloyed weld or you don't alloy at all. The two chief weld metals for aluminum are 1100 and 4043. If you weld with 1100 as the weld metal — basically pure aluminum — you're going to be working on this side, and very unlikely to crack, but the weld metal is not going to have great strength. With the 4000 series — aluminum silicon, 4043 — you're working on this side, putting enough silicon in to have a short freezing range. Those aren't the only weld metals; there are lots of choices of filler metals for different reasons.
And there are cracking tests for aluminum just like there are for steel. [Tom shows weld test patches.] This is just making certain patches to count how much cracking. You go around the base, make a little circular patch, you'd see little cracks. This is another practice — this is a centerline crack going all the way around. So here's 6061 made with 1100, and here's 2219 made with 1100 filler wire — if you don't pick the right combinations of filler wire.
So it's actually harder — when someone comes to me and says, I want to repair something in steel, I say okay, what's the hardness, what's the chemical composition. From those two pieces of information I can go to the AWS code, and in no time I can write a welding procedure. It tells me I'll be able to calculate preheat, figure out what welding wire to use, and we can have a procedure. In aluminum I need to know the full chemical composition of each side. They don't have to be the same alloy — you start welding two dissimilar aluminum alloys, it gets even tougher to pick the right filler. And the welding process has different amounts of dilution, so you have to worry about those things. But there are welding books on aluminum — look these things up. Any questions?
§7. Property scatter and undermatching on the Sea Wolf [33:57]
This is a comparison of the distribution of yield strengths in 7075-T6 aluminum sheet. Out of these specimens — 4,292 tests — forty percent of them had a very narrow distribution of yield strengths. The 4,180 specimens from a single sheet have a narrower distribution. But whether it's steel or any other metal, you're going to have a range of properties. We usually design for specified minimum yield strength, SMYS. The designers usually specify the end of design assuming they've got the worst piece of material there. And that's sort of what happened with the Sea Wolf — they thought they were welding HY100, they thought they had a filler wire that would be an HY100 filler wire, but because of the range of variability they got something more like an HY80 filler wire. They needed tighter hydrogen control, they didn't have that, and they welded up eighteen percent of the ship with a filler wire that was a little too low strength.
§8. Weld design for heat-treatable aluminum [35:13]
Let's talk a little about aluminum. One of the problems with heat-treatable aluminum alloys — I told you yesterday, 5083, in the 5000 series, we just use alloying elements to strengthen. They're only 20 or 25 ksi, which is less than the strength of steel, but they're a lot lighter. The overall strength-to-weight ratio is better for aluminum. You can make lightweight ships out of non-heat-treatable aluminum hulls. You go to heat-treated alloys because you have to go through this precipitation — the solutionizing and precipitation treatment, temper 8 [T8]. Just like with high-strength steels, you can't match the strength in the weld metal with aluminum alloys. You can with steels — we can weld HY80 or HY100 which has been heat-treated, and we actually have weld metals that can match the strength even though they have a cast structure. I don't want to get into all the metallurgy of why, but we can match the strength in steel weld metal all the way up to a couple hundred ksi yield. In aluminum we can't do that. It doesn't have the same transforming crystal structure from FCC to BCC. Aluminum only has one crystal structure, FCC, through all the temperature range. So if you've got a heat-treated aluminum alloy, you're going to have to play some games to get more weld metal in that groove than you can fit in the groove. What you do is you put doubler plates on, and you fill the weld thoroughly. So now I've got more weld metal, and if I pull this in tension I get full-strength joint, then you're welcome.
Student: Did you weld the joint before you put the doubler plates on?
Usually not. You've got plenty of strength from the plates on top — you don't bother, you just tack-weld them in place, and you weld this way. If you make the plate large enough, you don't want that extra step of welding both. Alternatively you can do it like this, with skip welds, where one plate slightly overlaps — lap weld off — and that's all you really need. All these things add weight, but that's what you pay for in aluminum. If you want high-strength aluminum, you're going to have to add weight — or use aluminum in the first place, right? The amount of weight savings is so much more than the extra weight at the joint. It's a trade-off. If you're in the non-heat-treatables, which is what you guys are building your LCS and superstructures out of, there's not this trade-off. This is in the heat-treatables. With heat-treatable I can save even more weight — I can use half the thickness with double the strength, but I have to pay a tax on the joint, which means my joint's a little clumsy, in terms of not nice smooth clean lines.
The other problem is you don't want to put your weld metal at the corners. Reggie Pelloux used to say that something won't fail unless it's been welded. In 1992 I gave the keynote address at the international welding conference in Montreal, and I got up and said, I thought Reggie Pelloux's view graph said something won't fail unless it's been welded. Dead silence in a room of 500 engineers, and then a little ripple through the room as they started thinking about it. But that's the attitude. When you take my course at MIT, I give an introduction to welding, and the first time, I say, the chief rule of welding is eliminate all joints possible, because it will fail at the joint. But there's a reason we put the joints at the most highly stressed locations — of course it's going to fail there.
Many times I get some clown — some expert — on the other side who says, oh, it's obviously defective, it failed at the joint. No, it failed at the corner of the weld, just happened to be there — that's not the cause of the defect. Actually in steel, in most cases it's just as good, but you've located the stress concentration point at the corner. In aluminum you do all kinds of things you don't need to do in steel. You bend the leg a little, because it's both of these two then, and you put your welds at other locations. There's a quick little weld in these corners here, doing twice as much welding, but you don't run into fatigue problems.
Here are some other designs — you machine the surfaces. Sometimes it gets expensive. But now you can put a weld in and get good backing. The guys designing aluminum structures have a different mindset than the guys welding steel. The guys welding steel just take two plates, stick them together at some angle and throw a weld at it. The guys doing aluminum know it's not that simple — the metallurgy is different, and you're willing to pay a little more for the joint to make sure you get the properties across the joint. In steel it's actually very forgiving. And believe it or not, we have lots of problems with it — that's good for me — but nonetheless, it is fairly forgiving.
So ordinarily in steel, for a pipe, you just put a weld right at the joint. In aluminum you might actually weld it and then grind it in question, and put a sleeve over it — a split sleeve to have some play — and then fillet weld around that, and now you're going to get a full-strength joint. You could do a double-spigot joint. This is done a lot in steel for pipelines, water pipe and things, easy to assemble with fillet welds, doesn't require much skill. It's also the kind of thing we do in aluminum quite well.
Here's a very common one. When you have stress structures, you put in a gusset plate, and you weld it. You put long welds on the gusset plate rather than a circumferential weld which is limited. Make the gusset plate big enough, have plenty of weld. Even if it's half the strength, you get the full strength of the joint. What you want is the failure to be in the base material. In fact, that's often what I look at when I see a failure — did it fail in the base metal, or did it fail in the weld? If it fails in the weld metal, I have to start asking myself why did it fail in that location. I've got a problem, right?
§9. The Arizona pipe stacker and the ICC bumper case [43:02]
I've seen a picture of it. They were stacking pipe for a new pipeline out in Arizona, and this stacker, which is like a great big forklift that can carry five or six lengths of 40-foot-long pipe — weighs tons, just a huge forklift — well, it broke. They had built a special bracket, just a carbon steel weld. When I looked, there was no deformation of the I-beam. They didn't bend before the weld broke. All I had was a picture — kind of like from here to the back of the room — of the failure of these things that are this size. I called up the insurance adjuster and said, defective welds. He said, how can you tell? I said, the base metal didn't bend before the weld broke. I have a book by Lincoln Electric that's been around for 50 years that says, for mild steel, a properly made fillet weld will outpull the metal for any direction or magnitude of load. Mild steel — not HY80, but most steel weld is mild steel.
I've been on this a number of times. One case went to the Supreme Court of Massachusetts 35 years ago, where I testified. This guy was jacking up his truck to do some work, and he was using the ICC bumper — which is the thing on the back so when a car runs into it, it doesn't go under the truck. The ICC bumper had failed. He was jacking by the ICC bumper, and it just lifted straight up — no bending of that little three-sided frame steel. The welds broke. All we had was a lousy little Polaroid photo from years before, no other evidence. I told the jury that the welds were defective, and the other side took it to the Supreme Court of Massachusetts saying I couldn't say that. But I had the reference from the Lincoln manual that says any properly made weld in mild steel will outpull the metal for any direction, size, or load on a weld. So that's the ruling — case law in Massachusetts on how much an expert can say.
§10. Filler metal selection chart and closing remarks [45:31]
This is actually a master chart I want to show you — selection of filler alloys. You have one base plate composition here, one base plate composition here, and this tells you in the middle, you go down this column, find an intersection, and it tells you what filler metal to use. So that's something you have to worry about.
Tomorrow we'll finish up a little bit of aluminum, we'll go to titanium, and I'll give you my quick song-and-dance on corrosion — everything you need to know about corrosion in 10 minutes. We really have been covering — we've been going at it in an overview way, and we haven't just been talking about welding. I've stopped at times to tell you a little bit of metalworking and what goes with it. This is a typical course in service in the North. Hopefully you know enough to know when to call in the right expert, and what's caught. There are plenty of experts at NSWC. At David Taylor you've got a whole crew — fifteen welding experts, about 20 corrosion experts. It might cost the money, but if you've got a big problem, okay.
However sometimes you need the chief engineer to tell NAVSEA. Remember the fire up at Portsmouth, where the guys at the bar — they let you go home early. I got a call from a former student from this class, an assistant professor here — he said we've got a fire inside the sub. This was before it hit the news. He said we need someone to come help us figure out if the steel has been damaged. What he told me is, he couldn't get anyone at David Taylor to pay attention. He was in charge at Portsmouth — I think he was a commander. They're not going to pay attention. So they're not exactly someone you can call up and say, hey, help me out.