corncob
Member
Just for kicks, seeing as how school is out, I've been using the University's software to run some simple finite element analyses on a .308 rifle barrel. I'm seeing (as expected from thick-walled pressure vessel theory) the highest stresses near the inside wall--but the magnitude of these stresses is higher than I would expect, and I'm hoping someone out there in THR land might be able to shed some light on why our rifles aren't blowing up in our hands--or rather, what is missing from my analysis.
Specifically, using 62,000 psi as the internal pressure, I'm getting maximum von Mises stresses of around 130,000 psi. This seems awfully high to me--especially considering that the stress concentrations present at the corners of the rifling were not accounted for. And I'm assuming that fatigue is the real killer for rifle barrels--so what am I missing? I know that rifle barrels are usually 4140, 4340, or 416, but does anyone know about how it is heat treated? I was under the impression that barrel steel is not very hard. Is the load/unload cycle from a powder charge fast enough for strain-rate to be a factor? I understand that yield strength increases at very high strain rates, but I also understand that dynamic loads are much more destructive that static loads. I'm fuzzy on the specifics, though.
Can anyone explain the "proper" way to approach this?
Specifically, using 62,000 psi as the internal pressure, I'm getting maximum von Mises stresses of around 130,000 psi. This seems awfully high to me--especially considering that the stress concentrations present at the corners of the rifling were not accounted for. And I'm assuming that fatigue is the real killer for rifle barrels--so what am I missing? I know that rifle barrels are usually 4140, 4340, or 416, but does anyone know about how it is heat treated? I was under the impression that barrel steel is not very hard. Is the load/unload cycle from a powder charge fast enough for strain-rate to be a factor? I understand that yield strength increases at very high strain rates, but I also understand that dynamic loads are much more destructive that static loads. I'm fuzzy on the specifics, though.
Can anyone explain the "proper" way to approach this?