cdiane
Petroleum
- Mar 1, 2009
- 1
Hello,
I saw a topic about end cap effect. JF Duroc start an explanation but I still don't totally understand. To me end cap effect is due to flow speed. But it seems to come from hydrostatic pressure that is taken into account through submerged weight. This hypothesis (If I well understood what Mr Duroch said) is true only if the pipe is closed. So the end cap force shall be removed from the axial force?
Thank you for any clarification
I saw a topic about end cap effect. JF Duroc start an explanation but I still don't totally understand. To me end cap effect is due to flow speed. But it seems to come from hydrostatic pressure that is taken into account through submerged weight. This hypothesis (If I well understood what Mr Duroch said) is true only if the pipe is closed. So the end cap force shall be removed from the axial force?
Thank you for any clarification