§1. Sheet metal properties: n, R, and m [00:04]
We've been talking about sheet metal properties. This is in Hosford's book, chapter 19 — the title is sheet metal properties. He gives you n values, R values, and m values. n is just the work hardening, the power law hardening: stress is proportional to strain raised to the n power. n's the exponent. m is the strain rate exponent — that's going to be important when we get to superplasticity. So stress is proportional to strain rate raised to the m power. And R is just the ratio. The definition of R is that R is the strain — if I'm pulling, usually my primary pulling direction is the one direction — R is the ratio of the strains in the two and three directions. So you can think of it as a kind of Poisson ratio divided by Poisson ratio in two different directions.
If you go buy a piece of sheet metal — and this goes back fifty years now — automotive companies will buy from steel companies to a minimum specified R value. To do it, they basically measure R in the zero direction, which is the longitudinal rolling direction, at 45°, and at 90°, which is the transverse direction, and divide by four to get an average value of R. So if I have a piece of sheet, they would cut out a 1-inch by 8-inch sample from the sheet at 0, 90, and 45°. They take twice the value at 45°, plus the value at 0°, plus the value at 90°, add them up, divide by four, and that gives you the average R value for the sheet coming out of the rolling mill. When you're going to put that into a stamping press to make the side fender of a truck, you want to know if you can draw it. We're going to get to drawability, but you have to understand what R is.
US Steel in the 1960s made a little machine they called modul-R. You could take these little 1-inch strips, slip them into this machine, and it would use ultrasonics to measure the speed of sound in that little strip of steel in that direction. So it was basically thumping it ultrasonically. You could buy this little machine from them — at that time it cost $40,000. Today it would probably cost $2,000. I don't even know if people still buy them — I haven't seen one for years. You can measure the R value because the speed of sound is a function of the crystal orientation. And the R value is also a function of crystal orientation. So if you measure the modulus, which is a function of crystal orientation, which you can do with ultrasonics — the modul-R machine was nothing more than something that would measure the modulus, which I guess is where modul-R came from. You measure the speed of sound by ultrasonics, which is proportional to the elastic modulus, in these little strips of steel, and you could calculate your R value. And you could purchase the steel to a minimum R value, because the R value is going to determine how well something forms.
§2. BCC, FCC, and the crossfield amplifier braze [04:23]
For the types of materials we're usually dealing with — what's a body-centered cubic metal that people use all the time? Come on, folks. What's my favorite metal? Actually my favorite metal is platinum, but anyway. Steel. It's body-centered cubic. Low carbon steel. What's a face-centered cubic metal? Second most commonly used metal is aluminum, and third most commonly used metal is copper. They're face-centered cubic.
[Tom passes a tensile specimen around the class.] I was hired — this is probably twenty, twenty-five years ago — by Varian, up here on the North Shore. They make what's called a crossfield amplifier. Carl, you know what a crossfield amplifier is — you're an Air Force guy, you should know. When planes are flying very low over the ground, they have to have radar so the pilot doesn't run into a hill. It's a good idea when you're going Mach 1 at 500 feet over the ground — hills get to be a problem. A crossfield amplifier is a little electron beam that is surrounded by a bunch of copper fingers. You put a pulsed electron beam through there, and the field you put on the little copper fingers that run perpendicular to the beam will modulate the electron beam, and give you all kinds of radio waves. So it's basically a transistor for radio waves. The electron beam gives you your power, and the signal you want to put in — which is for phased array radar — will basically amplify, and the electron beam gives you a big signal.
On the end of these little copper fingers, when you're pulsing that electron beam, it generates so much heat that it would melt the tips of the copper. So they have to put molybdenum on the end of the tips. Molybdenum has a thermal conductivity that's sixty percent that of copper, and it doesn't melt until nearly 3000° Centigrade. So they had like a millimeter of molybdenum that would just be a thermal shield for the copper when the electron beam pulses through. They'd been brazing it with a gold-nickel alloy — eighty-two percent gold. The price of gold had spiked at around $1,000 an ounce in '82, and this was '85 or '86, and they were still trying to figure out how to save money on that alloy. They came up with an alloy — they didn't tell me, they just said, we'd like you to come up and talk to us about brazing, how we can get better, more reliable joints. Because if you took that gold-nickel brazing alloy, where they're brazing copper to molybdenum, and you tried to do a 5T bend test on it, before it bent it would just snap — brittle fracture. The reason is molybdenum and nickel form an intermetallic which is brittle. The braze alloy had eighteen percent nickel in it. Moly and nickel don't like to get together.
They put me in a room with a bunch of other engineers — I was the only outsider, but there were ten people in this room — and we had this philosophical discussion of how to bond copper to molybdenum, two dissimilar metals. I said, you really need a transient liquid phase diffusion bond. And they said, what's that? So I explained it to them. If you take my welding module, you'll hear about diffusion bonding. They said, we actually have tried a sixty-five percent copper, thirty-five percent gold, three percent nickel alloy — obviously that's 103%, but I can't remember where the 3% was — and we get very good results. In fact we can bend at 180 degrees on itself and it doesn't break. I said, hmm. They said, do you think you could analyze this for us? So I brought it back, gave it to one of my graduate students, said, here, go do metallography on this. He comes back and he says, I can't find the braze alloy. It turns out they had stumbled on a transient liquid phase diffusion bond by pure dumb luck, and they had a perfect solution. But the Navy didn't want to buy it, because they thought they were just trying to reduce the cost. So I had to write a letter and explain what TLP bonding was.
The reason I'm handing this out is, when you braze this to the copper, you had to do it at a fairly high temperature, and therefore you get a lot of grain growth. When we did the tensile pull, you can see the necking down on this specimen, but you also see a rough surface. Remember I talked to you about orange peel before? That's orange peel. Large grains don't deform uniformly. Same thing as my trolley wire that had the bumps — large grains in the copper. We're going to explain some of that in more detail as we go through sheet metal forming. I got a small consulting fee out of it by doing some tests and writing a letter that they could give to the Navy explaining a scientific reason why sometimes you can save money and get a better product at the same time. Which basically the government didn't believe — that you could both save money and get a better product. They seem to be opposites.
§3. Slip systems and the math of arbitrary shape change [11:03]
If you take sheet material and you pull it biaxially — here's our yield locus. With an anisotropy of one, that's your isotropic von Mises ellipse. With an R value of zero, you end up with a circle. With an R value of 2, 3, or 5, you can get these long major-axis ellipses. There's something called a beta value — we won't go into that, it's just a variation. You can look in Backofen if you want to see what beta is.
How do you get isotropic behavior? Remember you've seen this before. If I have ε₁₁, ε₂₂, ε₃₃, ε₁₂, ε₁₃, ε₂₃ — these are my shear strains, these are my tensile or compressive strains, principal strains. There are six independent strains out of the nine in the tensor. There are three down here, three up here, and three here, nine total, but only six of them are independent. So I have six independent strains to get a random shape change. If I want to do an arbitrary shape change I have to have six independent — but if I'm doing it elastically. If I'm doing it plastically, the sum of these three has to equal zero, because there's no volume change. So to get a crystalline material, or any material, to plastically change shape from one shape to another arbitrary shape, I have to have five slip systems. It just comes out of the math of the tensor. Six independent variables plus the one restriction that the volume doesn't change, which says these three have to sum to zero, means I have to have five independent slip systems.
In an amorphous material like clay, that's not hard. But in a crystalline material — face-centered cubic or body-centered cubic — it turns out you've only got four independent slip systems. This comes out of Backofen — this is not in Hosford. At Michigan this is too complex. We can teach this at MIT. Hosford was an MIT student, he was Backofen's student, and he either didn't like the graduate student studying with him at the same time who did this work, which is why he didn't include it in his book, or it's too complex for the average Michigan student. This is for a cube-on-face texture for the crystal — this is what we call a 101 texture. If you look at the plane stress yield locus in the RT plane for 101 texture — he's actually doing this for 111 slip planes, which would be face-centered cubic. Because of the symmetry between directions and planes between FCC and BCC, it works the same way if you do the math.
If you're pulling in this direction in uniaxial tension, your slip systems will be these four planes in these four directions. You have symmetry top and bottom, so it's not really eight slip directions — this plane down here is the same as the back plane up there, this plane here is going to be into the board underneath. Some of these eight faces are not all independent. There's only four independent planes here, and four independent directions. That's four slip systems. That's not five. Without five I cannot get an arbitrary shape change. So if I have real FCC or BCC material and the grains are large enough, when I pull on it I'm going to get an orange peel surface, just like that piece I passed around. It's inherent in the crystalline behavior of the material. For this texture you just get the Tresca condition, whether you're pulling here, or whether you have a side pull in tension. You don't get any extra effect.
At this one point, balanced biaxial stress, you actually have eight slip systems operating. He calls them 2, 5, 8, and 11; –3, –6, –9, and 12. At that one point you could get an arbitrary shape change. But anywhere along here you've only got four. I used to, when I taught this course thirty years ago, actually have a model with this tetrahedron that I made and soldered up in aluminum, which is another story. I used to spend two days explaining all this to the students, and they'd just go to sleep, so I'm not going to explain it to you beyond what I've done. Just believe that Backofen and his students did this correctly sixty years ago. To spend two hours in lecture, I spent about a half a week studying the four or five pages in Backofen to understand the details. I'm sure you can do it too. I'm not going through a lot of math with you because I assume you're MIT students, and if you understand the physics you can pick up the math out of the textbook. If I started doing the math, A, I would make a mistake — that's the main reason I don't do math on the board — and two, you'd fall asleep.
§4. Cube-on-edge, cube-on-corner, and real R values [18:13]
If I have a cube-on-edge texture — not cube-on-face — I've taken my cube and rocked it up on its edge. I still have those same planes, but with this edge texture I don't start yielding until double the stress. If I had a pure single crystal sheet with this texture, I'd get a yield locus that looks like this, and I get this extra strength in this whole triangle above the Tresca. All this extra is extra strength, because I don't activate those extra slip systems because of the change in orientation of the crystal. That's the 110 texture. The 111 texture — cube-on-corner — gives me an increase in stress above my uniaxial in both directions. So I can push out to 150%. With cube-on-face I get 100% of my uniaxial yield strength in biaxial. In 111 [cube-on-corner] I get 150%. With cube-on-edge I get 200% of my stress.
What can we actually get in a real material if I don't have a pure texture? [Tom locates the Hosford sheet of values.] Here's my sheet from Hosford with values for low carbon steel. I can get from 1.4 to 2.0. 2.0 is my limit for a 110 texture in theory. Interstitial-free steel I actually can get a little higher, and that has to do with work hardening — let's not get into that. Some of these values get influenced by work hardening. What I showed you before was essentially elastic yielding without any work hardening. If you get work hardening you can push things up a little bit more.
For high strength low alloy steels it's really around one, which means there's not much anisotropy. You can only get up to 1.2 for extended steels. Copper is actually a little weaker, more like a circle. You don't get good textures. Same thing with brass. Aluminum alloys don't give you what you want. Zinc doesn't give you what you want. But look at alpha titanium. It will give you an R value of four to five. So you can get fantastic sheet drawability in titanium — alpha titanium, which is hexagonal close packed. And how can you get all the way up to five just because you're hexagonal close packed? I suspect no one went to the faculty candidate seminar yesterday afternoon at 4:00 except me. The faculty candidate is a researcher at Lawrence Berkeley Laboratory, and they have a national center for electron microscopy. She makes little nano crystals, and she had a little tensile machine in the electron microscope, and she could pull this nano crystal and actually see the dislocations as they form as the material is deforming. This is work supposedly funded by General Motors to try to end up with something that has both high strength and high ductility at the same time.
§5. Twinning in hexagonal close-packed metals [22:46]
You can get fantastic R values. How? You do it by twinning. What's twinning in hexagonal close-packed? Anybody know a material that's hexagonal close-packed besides alpha titanium? Alpha titanium is the low-temperature phase of titanium. The high temperature phase is body-centered cubic. Graphite. You can tell this is graphite — atoms are black. This also could be diamond, where the atoms are also black, but this is face-centered cubic. Actually this is diamond cubic. They're both carbon atoms, they're black. This is diamond, this is hexagonal close-packed graphite.
The hexagonal crystals can deform on three different planes. Here's your sheet, and this would be a pure basal texture — you have these little hexagons making up the sheet. You can deform on the basal plane, the prismatic plane, or the pyramidal planes. So you've got a plane here, a plane here, this face over here, this angular face — and the basal plane. Three different twinning planes.
In hexagonal crystals you like to think about what they call the c-over-a ratio. a is the edge width between atoms on the base plane; c is the distance in the vertical direction going up the hexagon. If the c-over-a ratio is √(8/3) — about 1.633 — you can prove the atoms are spherical. If the c-over-a ratio is less than that, the basal planes are scrunched together. If it's greater than that, they're stretched apart. So if the atom bonding is sort of elliptical with the long axis in the c direction, you're going to be greater than the ideal; short axis in the c direction, less than the ideal.
If the crystal twins — this is twinning on a pyramidal plane — basically you start out with a hexagon here and then a hexagon here, rotated around. It's called twinning. It occurs in copper alloys, occurs in steels — not very often, but it occurs. It's the primary deformation mechanism in materials like magnesium or alpha titanium. Most of the common metals that are BCC or hcp have a c-over-a ratio different from the ideal, and that means they will promote twinning. If c-over-a is greater than the ideal, in compression it will want to twin, because it can accommodate the strain by twinning. If c-over-a is less than the ideal, in tension it will accommodate the strain by twinning. So the twinning tendency, if it's not a perfect ideal-ratio crystal, will depend on the c-over-a ratio. For titanium the c-over-a is greater than the ideal, so you tend to get twinning at lower stresses than you would ordinarily on your von Mises ellipse. Now it's not only anisotropic, it's also direction-dependent — the strength depends on whether it's compression or tension — because of twinning in these hcp crystals.
If you actually look at titanium — this is Dion Lee. Dion Lee was the doctoral student in '65 that worked all this stuff out for Backofen. When I first graduated he was working for General Electric. He interviewed me here at MIT, and I did not get an interview at General Electric. He thought I was a turkey, I thought he was a turkey, I probably conveyed that to him in the interview. That's the story of my life — I tell people what I think. Dion's retired from General Electric now. Bright guy, pretty much of a jerk. Just because you're bright doesn't mean you're not a jerk. Even bright people can be jerks. Let that be a lesson to you all you bright people out there.
Dion was looking at alpha titanium sheet that had a uniaxial yield strength of 95 ksi. Isotropy is this dashed ellipse here. If he actually did biaxial stretching in the laboratory, he could get strengths up to 145 ksi. So it really makes a difference. This is not a small change. This is real material. The R value is 2.5, and remember the R value could go up as high as five. So this was not some special sheet — for alpha titanium that's not an exceptional value. It was Ti-4Al with a quarter percent oxygen, which is a lot of oxygen — not a huge amount, but it's a little high.
§6. Pressure vessel failures and Charpy testing [29:51]
Why do we care? I had a pressure vessel in Mississippi — 4 ft in diameter, couple inches thick steel — at the time that it blew up and killed one guy and sandblasted another guy. The door went flying off; the door weighed 4,000 lb, and it was found about a half a mile away. This thing was being pressurized at 2200 psi nitrogen. Ordinarily you would do a hydro test according to the ASME code. This was being tested before it went into service at 1.5 times the operating pressure of about 1500 psi. That's the distribution pressure if you've got natural gas coming from Texas and you want to transport it up to New Jersey so people up there have some gas. Today modern pipelines are operating at 1500 psi. Anybody have an idea what the gas pressure in your house is, if you have gas heat or hot water? It's a quarter psi. If I go in the lab and turn on the gas jet and light it — my old high school physics teacher, Captain Hood, he was captain of the Navy, he used to do that for us and get about a two-foot flame shooting out of that gas jet. That's only a quarter psi.
Forty, fifty years ago they were only distributing it at 1,000 psi. About twenty years ago I worked on the Edison New Jersey pipeline failure. It was a 42-inch diameter pipe, transporting gas at 1,000 psi. When they first laid it in the 1960s through Edison New Jersey, it was farmland. By the 1990s, when this thing let go, it was more built up — all of northern New Jersey is just a big suburb of New York. When it let go, there were flames shooting 600 ft in the air from a 1,000 psi 42-inch diameter pipe. The radiant heat just melted the roofs of the buildings next door. But that's another story.
So this Mississippi pipeline — they were testing it at 2200 psi just to verify everything's sound. The door lets go. The 2-ton door goes a half a mile away. The guy who was standing close to it basically got sandblasted by all the — this was a construction site, so there wasn't a lot of grass around, and he got sandblasted, and he's about to go blind now. Another guy got killed. We did tensile tests. [Tom holds up a cup-and-cone fracture sample.] I found this on my shelf the other day. I can't even remember all the samples I have sometimes. This is a cup-and-cone fracture. I don't even remember where it came from — I think it might have been from some testing we did on a gas well in Louisiana. That's a typical neck-down fracture. These are actually test results from last fall, when we cut specimens out of this big pressure vessel.
Actually, this is a different pressure vessel — another gas distribution line where the turbine that pressurizes the whole system ran in reverse because of a check valve that failed. So I got my problems in Louisiana and Mississippi and Texas mixed up. This is a neck-down piece of steel from one of those. These are the ends of the cup-cone fracture. You have a 45° shear — this is what we call plane stress. Dr. Belmir has talked about plane stress. This region in here is plane strain. This is the cup. [Tom shows another sample.] This is the cup-cone failure from another specimen. It started out as a circle, and when it necked down it's no longer a circle, it's an ellipse. There was texture in this piece of steel. How do I know? Because it has an R value — it's not one. ε₃ and ε₂ are different. There's a much bigger ε₃ value than ε₂, or vice versa. From the shape of that ellipse I could get the R value pulling on it. This one is probably cut out of one-inch-thick piece of steel.
Has Dr. Belmir talked about Charpy tests? [Tom shows steel samples.] These are some of the same steels from this failure at a gas compressor station in Texas, and some of them were very brittle. You take a 1 cm square bar of steel that's 10 cm long, and we're looking at the fracture surface. You put a very precise 2 mm deep notch in this 10 mm square, then you hit it with a hammer and measure the energy dissipation. It's a great big swing pendulum, and don't get in the way of the pendulum, it'll kill you if it hits you. A good one will have — the one we used to have at Bethlehem Steel that I used was 264 foot-pounds of energy. That's a lot more than even a good horse can kick you with.
This is a very tough steel. The other one was a brittle steel — there's no deformation on the fractured surface. We couldn't even break them. Look, the hammer hit back here and just — the steel just — this is some of the toughest steel I've ever seen. Their machine was almost 300 foot-pounds, and 300 foot-pounds couldn't break the steel. Twenty, thirty-five years ago, when I worked for the steel company, I was developing some better steels. I was one of the only guys who would send samples over to the test lab that would stop the machine, stop the hammer. They didn't like that because it cost $500 every time you stop the hammer — you had to recalibrate the machine to make sure you didn't deform the bearings. They just got to the point where they tested all my samples and they wouldn't do a recalibration in between.
§7. Wire drawing, wavy slip, and the elevator case [37:31]
Other examples of two-dimensional deformation from a three-dimensional object. This comes out of Backofen, although Hosford may have a picture of this. This is the cross-section of a niobium wire after drawing it to 88.2% — nearly a 90% reduction in area. This is actually Bill Hosford in his thesis. Niobium is body-centered cubic, and if you draw a wire, it's axisymmetric deformation. You're going from big diameter to small diameter and everything's circular. But it will have a 111 texture. For BCC, it's going to want to align so the close-packed direction is in the axis of the wire drawing, which means the 110 plane is at a slight angle. When it deforms, it's going to deform like that tensile specimen that deformed into an ellipse. Individual crystals want to become more plate-like rather than equiaxed, but they can't do that, so they form those little plates, but those plates then get bent because they have to be accommodated by all the other grains around them. You get what's called wavy slip. If you go look at a piece of piano wire steel — piano wire, they make springs out of it and everything else — and you do a cross-section, you'll see wavy slip. To get the high strength of piano wire — lots of reduction in a BCC structure — you get wavy slip. Just further evidence the microstructure changes.
Since yesterday someone asked me — they had some wire that was breaking in an elevator cable that broke with someone in it. Anybody know what usually happens when an elevator cable breaks with someone in it? All the redundant safety brakes work, so you drop a couple of feet, and you're shocked, and the fire department has to come get you out of the elevator. It doesn't usually go to the bottom. Can you imagine if we had elevators going to the bottom, how many people would take elevators? About a hundred years ago when Otis started making elevators for the big buildings in New York — and why did we get the big buildings in New York? Because Bethlehem Steel learned how to make I-beams. It all fits together, folks. Otis made a lot of money off elevators in those big tall buildings that Bethlehem Steel was building, and they had to develop a number of safety mechanisms.
Student: [Indicates having been in an elevator shaft.]
Why have you been in an elevator shaft? Most people haven't. Some elevator shafts you can see — you go to the mall, it's a little two-story elevator and they actually have a piston, so you can see it. But the big tall buildings don't have a piston that goes up 100 stories — you'd have to dig a pretty deep hole to do that. So they have cables. There are all kinds of safeties such that if the thing starts to drop at too high speed, these little brakes swing out and stop you. I've had several elevator failures but no one ever got hurt. From a regular elevator, you'll get about 1.2 G's of deceleration when it stops. You can feel your weight goes up. Don't weigh yourself on the elevator when it stops — weigh yourself when it's starting up.
One of them in a prison in New Jersey, they were going down the elevator, and it wasn't the cable that broke — it was one of the bearings in one of the sheaves, the pulleys. The safety brakes operated, and afterwards they simulated the failure: it was 1.6 G's. Ordinarily 1.6 G's shouldn't knock someone to the ground. But the prison guard going down the elevator with three great big guys, one of whom used to be a New York Giants lineman — and these were the prisoners — there was a camera in this prison elevator so the other guards could be watching to make sure no hanky-panky went on, that the guard transporting the prisoners didn't get roughed up. When it stopped, all of a sudden the camera went black because one of the prisoners puts his hand over the camera, and another one basically puts his knee in the back of the guard, takes him to the ground. When it's all done, the guard's got a slipped disc. These prisoners didn't really like the guard very much. Of course they said it was because of the 1.6 G's of deceleration. But even if you fall down you don't usually get a slipped disc. This guy had pretty bad back damage. He ended up getting $1.6 million from the court, because we were not allowed to speculate about what the lineman did to him. He was standing behind him, and all of a sudden the television picture went black, and it was black for about 10 or 15 seconds. When it came back on, the lineman and the guard were on the floor of the elevator, the other two guys were standing there, and this guy was injured. So what do you think happened? But we couldn't convince the jury, because we couldn't tell the jury that story. That's just the way the law works.
So this guy was looking at failures of an elevator cable, and he wanted to know — he had looked at the failures and they were somewhat brittle failures on some of the wires. One of the things you always suspect when you have brittle failures in steel is hydrogen embrittlement. He says, but we didn't see intergranular fracture. I said, of course not — the thing's been deformed so much, those grains are all wavy-shaped grains. You're not going to see intergranular fracture on a piano wire. This is only the second time in a month I've had to explain this. I can't tell you about the other one because it had to do with an aircraft — people were looking and they thought it was hydrogen embrittlement but they couldn't find intergranular fracture, which is characteristic of hydrogen embrittlement. It's not characteristic in piano wire because you don't have grains that are well enough shaped to give you intergranular fracture. This other thing, basically a very high strength steel similar to what they use in aircraft landing gear — it wasn't an aircraft landing gear, it was an aircraft application, I can't tell you more right now — probably was hydrogen embrittlement, but you can change the chemistry of the steel and you don't always get intergranular fracture with hydrogen. Ninety-eight percent of the time you do, so these people are thinking, well, I don't see intergranular, it can't be hydrogen. You need to know about the other 2% sometimes.
§8. Cup drawing, earring, and failure modes [45:46]
Now let's start talking about sheet metal forming. How do you draw a cup? I start with a sheet, punch out a blank, and draw it with a punch and a die. When it's being drawn, it sucks in the sides, unless I clamp it and hold it tight. It sucks in the side and I end up with a cup. You can do a thought experiment — think of one pie shape out of this thing. It's going to be conical-shaped but bent, with straight sides. That's one way to think about drawing of a simple cup.
Here's my anisotropic and my isotropic von Mises yield criteria. In cup drawing I'm clearly biaxial loading, and there are two places — along the flat wall of the cup — where I have plane strain. And up here in the flange, both of those are plane strain. Down on the wall of the cup, it's basically plane strain, where I'm pulling in tension and I have to have a tension along the circumference that is roughly half. If it were isotropic, it would be exactly half. If it's anisotropic with an R value greater than one, it's actually a biaxial tension greater than half of the downward tension. In any case, biaxial loading with unequal tension. I use the construction — remember the strain has to be perpendicular to the tangent to the ellipse — and the place I get plane strain is where I have nothing in the ε direction. The two direction strain would be circumferential. The other place where I have plane strain is where I'm squeezing in one direction and pulling in the other direction. This is the same drawing tension — as I'm drawing the cup, that same tension is sucking in the flange — and I get plane strain here too, but down in this loading condition.
A couple days ago I told you that this is plane strain and this is plane strain, and the two are equivalent. They are equivalent except when you're anisotropic. Here the strengthening is minor, here the strengthening is major. That anisotropy is usually due to the crystalline structure of the material. Here's my little pie-shaped wedge in my disc before I draw it. Backofen — he's the only one I know that does this — used to say, well, that's sort of like drawing a sheet between some conical dies, and I'll pull something and make a straight side. It's like wire drawing, if you will, but starting with a conical-shaped specimen.
As you do all this, the drawing stress increases and then finally decreases. Strain hardening is very important in the beginning, then there's a decreasing amount of reduction as you're finally pulling the flange all the way through. You have two typical failure points. One is right up at the base of the flat wall — the top of the cup. The other is at the bottom of the cup. You don't usually get a fracture in the middle of the wall. You get it at the corners, partly because of stress concentrations.
Quite often you end up with a cup that looks a little funny — it has ears on it, and it's called earring. This cup was drawn out of copper. This has planar isotropy — no preferred crystalline orientation in one direction in the plane of the sheet. This one has a very sharp cube texture, and you can see I have different deformation in the 100 direction than the 110 direction. So I get ears on my cup. That's going to have to be cut off — I have to use more material, and I have scrap if I get earring. So earring is something people will often try to specify against — you want anisotropy to give you a good R, but you don't want planar anisotropy, which gives you ears, which wastes material.
Here's a failure at the bottom of the cup. Here's wrinkling — you didn't have enough pressure holding these down, so up here where everything's going into compression, the cup wrinkles on the flange. Here's one where you get earring — this comes out of Hosford. These are copper sheets. Earring's a problem.
And so we will continue on. For a week and a half now I've wanted to tell you the story of the woman in California who was texting and rear-ended another vehicle at 70 mph. The woman in the vehicle that was stationary died in the fire that occurred. The judge was not pleased because two months later the woman who had killed the other woman because she was texting got stopped by the state police because she was texting. Two months later after she had killed someone. So he sent her to jail for 5 years. I need your proposals sometime today.