UKEng157
Mechanical
- Jan 26, 2021
- 1
Good morning everyone,
I have a current piping system which requires verification by FEA (a small area of a tee has thinned, which cannot be assessed within the piping software).
I have searched on here and elsewhere online, however I cannot find a recognised/accepted method of transferring the loads from the piping software to the FEA.
If I transfer the piping loads to all three piping ends (2 x header and 1 x branch), the model will be unrestrained. I am aware that weak springs can be used to stabilise the model, however the model is not balanced, and so the model is not stable. I have also tried applying displacements, which works OK for a linear elastic model, however should not be applied when carrying out an elastic-plastic analysis.
Does anyone have any ideas or recommendations?
Cheers
I have a current piping system which requires verification by FEA (a small area of a tee has thinned, which cannot be assessed within the piping software).
I have searched on here and elsewhere online, however I cannot find a recognised/accepted method of transferring the loads from the piping software to the FEA.
If I transfer the piping loads to all three piping ends (2 x header and 1 x branch), the model will be unrestrained. I am aware that weak springs can be used to stabilise the model, however the model is not balanced, and so the model is not stable. I have also tried applying displacements, which works OK for a linear elastic model, however should not be applied when carrying out an elastic-plastic analysis.
Does anyone have any ideas or recommendations?
Cheers