buggybubble
Mechanical
- Feb 10, 2008
- 5
We understand that the minimum MAWP component part is to be used in UG-101 for the sample being burst. However, our sample is essentially an o-ring/diaphgragm seal which is sandwiched between a welded 316L flange and an aluminium plate. The sandwhich is fastened by UNC bolts which thread into the aluminum plate. Got the picture?
The burst mechanism was observed to be the failure of the o-ring due to displacement by the pressure. Niether the aluminum nor the 316L flange fractured, and in fact, shear calcs and UG-27 calcs determined both the flange and the Aluminum to be more than adequate for the design pressure.
So... the question is, in UG-101 (m), which component part shall be used to determine the MAWP when the o-ring, which is the limiting component part, doesn't have a minimum specified tensile sength at room temperature? The aluminum is clearly the weakest, and since it is cast a casting factor f is applied of 0.8, which would yield an acceptable MAWP. Ironically, the flange, which is the strongest component, is welded, but too small to be radiographed, so the Efficiency factor is E=0.7 (which severely limits the MAWP under UG-101 to levels which would involve much cost addition an re-design). The bolts are the strongest element.
Can the fact that the flange has been proven under UG-27 to be strong enough justify the exclusion of the 316L flange in the determination of the MAWP under UG-101?
The burst mechanism was observed to be the failure of the o-ring due to displacement by the pressure. Niether the aluminum nor the 316L flange fractured, and in fact, shear calcs and UG-27 calcs determined both the flange and the Aluminum to be more than adequate for the design pressure.
So... the question is, in UG-101 (m), which component part shall be used to determine the MAWP when the o-ring, which is the limiting component part, doesn't have a minimum specified tensile sength at room temperature? The aluminum is clearly the weakest, and since it is cast a casting factor f is applied of 0.8, which would yield an acceptable MAWP. Ironically, the flange, which is the strongest component, is welded, but too small to be radiographed, so the Efficiency factor is E=0.7 (which severely limits the MAWP under UG-101 to levels which would involve much cost addition an re-design). The bolts are the strongest element.
Can the fact that the flange has been proven under UG-27 to be strong enough justify the exclusion of the 316L flange in the determination of the MAWP under UG-101?