How to calculate pipeline overbend stress on the onshore pipeline during operation?
I have the problem just like after completed HDD work and tie-in with overbend to keep the pipeline profile according to requirement.
Can anyone to help to solve this stress calculation check?
How to calculate stress of HDD construction according to S-curve in the horizontal plan and also curve in the vertical in 1 HDD.
It look like combination radius of horizontal and vertical.
Very appreciate for all answer
