Buried pipe restraints vs global element force

Hi fellow pipe stressers,

I have underground CS/HDPE pipe interface. When Caesar calculated the loads at this interface point, which loads are applicable to be reported to the transition piece Vendor? The calculated restraints (no bending moments) and global element forces at that the node location are completely different.

cheers

That's a difficult question to answer without foreknowledge on the piece itself.

The more flexible the transition piece, the lower the loads will be.

If the manufacturer cannot give you ballpark answers on the "normal" stiffness of these transition pieces, I would be inclined to place a cnode anchor with 5 or 6 different stiffness levels and provide them Fx/y/z and Mx/y/z as a function of those stiffness levels.

Expect to revisit the analysis when they provide you a design for approval.