Determining Stress and Predicting Rupture (LMP)
Determining Stress and Predicting Rupture (LMP)
(OP)
I know from having done PV code calcs that wall thickness is, in almost all cases, governed by hoop (circumferential) stress in thin wall cylindrical shells. In the case of ASME pressure vessel calcs, the hoop stress and longitudinal stresses are considered mutually exclusive and the wall thickness is determined by the higher stress and not a combination of the two stresses, which I don't fully understand.
I'm currently looking at a slightly different application where I need to determine time to rupture using the Larson Miller Parameter. For this calculation, I have to determine stress in a thin wall cylinder under internal pressure and experiencing an external longitudinal load. I can calculate the hoop stress and the longitudinal stress. However, I can't help but think the total stress would be a combination of hoop and longitudinal. I can't find any references to understand why they would or would not be considered additive or similar to an equivalent Von Mises type stress equation. Which I understand is a combination of normal and shear (not considered in thin wall cylinders) or biaxial stresses.
What can the smart people offer me in advice for this one?
I'm currently looking at a slightly different application where I need to determine time to rupture using the Larson Miller Parameter. For this calculation, I have to determine stress in a thin wall cylinder under internal pressure and experiencing an external longitudinal load. I can calculate the hoop stress and the longitudinal stress. However, I can't help but think the total stress would be a combination of hoop and longitudinal. I can't find any references to understand why they would or would not be considered additive or similar to an equivalent Von Mises type stress equation. Which I understand is a combination of normal and shear (not considered in thin wall cylinders) or biaxial stresses.
What can the smart people offer me in advice for this one?
Eric W
Benevolent Order of the Blue Wrench
If you can't fix it with a hammer, it's an electrical problem.
RE: Determining Stress and Predicting Rupture (LMP)
Have a look at this link https://wp.optics.arizona.edu/optomech/wp-content/...
I would look at the Mohr circle to get my resultant stressses.
“Do not worry about your problems with mathematics, I assure you mine are far greater.” Albert Einstein
RE: Determining Stress and Predicting Rupture (LMP)
when you say "time to rupture" do you mean pressure cycles to failure ?
"Hoffen wir mal, dass alles gut geht !"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.
RE: Determining Stress and Predicting Rupture (LMP)