BenStewart
Mechanical
- Jan 21, 2015
- 42
All,
First post so apologies for any violations.
I have an ASME Sec. VIII Div. 1 pressure vessel for an FPSO application that is currently being designed by a subcontractor and an issue regarding the assessment of nozzle loads has come up. The project pipe stress group has calculated revised higher nozzle loads and whilst the vessel sub-contractor is on holiday I am reviewing the revised loads to determine if they are acceptable and in doing so may have identified an issue. The sub-contractor has evaluated the shell and nozzle stresses using WRC 107 and 297 but appear to have assessed nozzle stresses at the shell using the local membrane and local membrane + secondary bending allowable stresses.
My understanding is that it is seldom that nozzle loads result in stresses that are either only primary or secondary and therefore I use the lower primary membrane and membrane + bending allowable stresses. (Wrt to the piping loads, only results from un-factored load combinations have been provided i.e. there is currently no information for the loads which make up the load combination: dead weight, thermal, accelerations etc). This may be overly conservative but my approach was further reinforced when I read a paper that suggested in some conditions thermal piping loads were more like primary than secondary. I am from the UK and more familiar with PD5500 which applies a membrane + bending allowable stress of 2.25 times the basic allowable at nozzles irrespective of the stress categorisation. I believe this is for simplicity as is half way between the primary and secondary stress allowable - Might be wrong, just my interpretation.
Using the primary allowable stresses the assessment fails but increasing the allowable stresses in line with what the vendor used the assessment passes. Now i'm being asked to justify my choice of allowable stresses, why I think the sub-contractor is wrong (and other vessel sub-contractors, apparently) and provide evidence from within the code. I'm not sure if I can find such evidence so hoping some advice/experience can be shared and whether what I've said is broadly correct?
I think i'm going to push them down the route of doing elastic-plastic DBA to get rid of the stress categorisation problem and unless more details of the piping loads are provided assume all are as "D" in table 5.2 of Div 2. Would you also agree on this approach?
Regards,
Ben
First post so apologies for any violations.
I have an ASME Sec. VIII Div. 1 pressure vessel for an FPSO application that is currently being designed by a subcontractor and an issue regarding the assessment of nozzle loads has come up. The project pipe stress group has calculated revised higher nozzle loads and whilst the vessel sub-contractor is on holiday I am reviewing the revised loads to determine if they are acceptable and in doing so may have identified an issue. The sub-contractor has evaluated the shell and nozzle stresses using WRC 107 and 297 but appear to have assessed nozzle stresses at the shell using the local membrane and local membrane + secondary bending allowable stresses.
My understanding is that it is seldom that nozzle loads result in stresses that are either only primary or secondary and therefore I use the lower primary membrane and membrane + bending allowable stresses. (Wrt to the piping loads, only results from un-factored load combinations have been provided i.e. there is currently no information for the loads which make up the load combination: dead weight, thermal, accelerations etc). This may be overly conservative but my approach was further reinforced when I read a paper that suggested in some conditions thermal piping loads were more like primary than secondary. I am from the UK and more familiar with PD5500 which applies a membrane + bending allowable stress of 2.25 times the basic allowable at nozzles irrespective of the stress categorisation. I believe this is for simplicity as is half way between the primary and secondary stress allowable - Might be wrong, just my interpretation.
Using the primary allowable stresses the assessment fails but increasing the allowable stresses in line with what the vendor used the assessment passes. Now i'm being asked to justify my choice of allowable stresses, why I think the sub-contractor is wrong (and other vessel sub-contractors, apparently) and provide evidence from within the code. I'm not sure if I can find such evidence so hoping some advice/experience can be shared and whether what I've said is broadly correct?
I think i'm going to push them down the route of doing elastic-plastic DBA to get rid of the stress categorisation problem and unless more details of the piping loads are provided assume all are as "D" in table 5.2 of Div 2. Would you also agree on this approach?
Regards,
Ben