I mean if you want to measure dicks I have a degree in Course 3 (materials science and engineering) from MIT. Wasn't trying to attack you in any way. Just putting out the correct information.I'm a structural engineer with a master's degree in civil engineering.
Let me think on this for a tad.
Here we have a spring (UZI extractor) that's left in its little hidey hole in the bolt for a decade or two.
If it exerts less sideways force on the 9mm case than it did originally, that would be stress relaxation.
If you take it out and it has a different shape than it originally did, it's less bent, that's creep.
Can you have stress relaxation in a spring without creep? What would be an example of that?
If you leave a gun magazine loaded for 20 years and you take the spring out, the spring will definitely be shorter than it was when it was put in the mag. With the creep accounting for the lower force exerted on the follower.
@Dirk Hawthorne I truly and honestly wish you the best.
I mean if you want to measure dicks I have a degree in Course 3 (materials science and engineering) from MIT. Wasn't trying to attack you in any way. Just putting out the correct information.
Your example of the magazine spring is stress relaxation because a stored compressed spring does not undergo any change in displacement aka strain. The dimensions of the mag haven't changed over time. Now if you hung a 1kg weight on the same spring it would measure for purely an example 10" long. Come back in 20 years and it now measures 11". This is an example of creep because your strain has changed while under a constant stress load F=ma=(1kg)*g=9.81N
Again, it's very common for people to use the term creep to describe any change to a material because relaxation is not as common as creep in most industrial applications so don't feel bad. Regardless, fatigue is probably going to kill your moving parts before creep or relaxation. Weak coil springs can often be fixed just by just stretching them out a bit more. At least I've done this in the past on really old/used mags with no ill effects. The extractor is quite a bit different as its not really a true "spring" in the classical sense with F=kx.
Given the gun is from the 50s, you may be overthinking this.Specifically in the Uzi extractor it’s not a classic spring which follows F=kx. You are basically bending a rod. You’d have to used FAE to accurately analyze the stress throughout the part. Solidworks etc can do this. But it’s not using F=kx to solve that. I didn’t write solidworks code but I’d imagine it’s using many many iterations and integrations of the stress equation run over some proprietary model or Monte Carlo type simulation. A mechanical engineer here would know more about this than me I’m sure.
F=kx works because a spring is a simple repeating shape. An Uzi extractor is a complex geometry
They didn’t have engineers in the 50s? Wild they built that bomb the decade before.Given the gun is from the 50s, you may be overthinking this.
Given the gun is from the 50s, you may be overthinking this.
Again you’re close but it’s not creep. With an unloaded mag the length is X. With a loaded mag it is Y. Regardless of how long the spring sits in either scenario its length is ALWAYS X or Y. Aside obv from when being loaded or unloaded. So I understand you’re saying if you were to remove the spring and measure it then it would be shorter. That’s correct. BUT you’re not using a mag spring outside of the magazine. Because you applied a constant strain and the force of the spring reduced that is stress relaxation. It also results in some permanent (plastic) deformation you can measure once removed from the mag. Hope that helps. You can have plastic deformation from creep and/or relaxation. I think that’s what’s hanging you up.
They didn’t have engineers in the 50s? Wild they built that bomb the decade before.
Specifically in the Uzi extractor it’s not a classic spring which follows F=kx. You are basically bending a rod. You’d have to used FAE to accurately analyze the stress throughout the part. Solidworks etc can do this. But it’s not using F=kx to solve that. I didn’t write solidworks code but I’d imagine it’s using many many iterations and integrations of the stress equation run over some proprietary model or Monte Carlo type simulation. A mechanical engineer here would know more about this than me I’m sure.
F=kx works because a spring is a simple repeating shape. An Uzi extractor is a complex geometry
Maybe if we just stored our extractors out of the bolts, only installing them when we go to shoot them, it would prolong their life?
Concrete is an aggregate composite. The phenomena you are referring to with concrete has literally nothing to do at all with creep or relaxation of metals and polymers which are fully or partially crystalline structures. The mechanisms by which creep is formed is completely different and not relevant to the conversation we are having.Of course we're overthinking it. That's what we do.
Usually these things are more clear-cut: when you prestress a beam, the concrete beam shortens over time. That’s creep. At the same time, the force in the strands is reduced, independent of the concrete creep. That’s stress relaxation.
The dispute here is how the terms might be applied to a magazine spring, which is kind of a special case. Sort of.
1. As long as the spring is inside the mag and exerting force, you could rightly call the long-term reduction in force is an example of stress relaxation. Same strain, less force.
2. But the thing causing the reduced force is the fact that the spring is getting shorter. The spring used to be 12 inches long and now it’s 8 inches. That’s “creep.”
It’s hard for me to hold up a 1921 Thompson mag with the spring so shortened that the follower is halfway down the mag body and not call that an example of spring creep.
I can think of some decent counter arguments to what I wrote here, but I would tend to think of this magazine spring situation as creep, because the underlying reason for the reduction in load is the fact that the spring is getting shorter and deflecting less.
Concrete is an aggregate composite. The phenomena you are referring to with concrete has literally nothing to do at all with creep or relaxation of metals and polymers which are fully or partially crystalline structures. The mechanisms by which creep is formed is completely different and not relevant to the conversation we are having.
Apart from that I don’t really want to repeat myself. If you disagree that’s fine. Just wanted to share my thoughts for others that come across this post.
Bottom line, if the exterior wears out, replace it. Would be great if someone started making more.