pipeliner3000
Petroleum
- Oct 6, 2008
- 29
General rule of thumb for field cold bending (onshore pipelines) is 40D bend raius. Does anyone know the origin of this?
Further, for large diameter pipes this gives fairly sensible bends achievable for a double random pipe length (12m).
Calculated for 8" pipe using arclength = r * theta and assuming 10m bend arc you get 8.5degrees / m - 85 degress for one pipe joint...
I can't see 85degrees happening on a field bending machine. Is the machine the only limitation?
Is there a general rule of thumb that 10degrees per joint is maximum sensible bend... or am i missing something..!
Further, for large diameter pipes this gives fairly sensible bends achievable for a double random pipe length (12m).
Calculated for 8" pipe using arclength = r * theta and assuming 10m bend arc you get 8.5degrees / m - 85 degress for one pipe joint...
I can't see 85degrees happening on a field bending machine. Is the machine the only limitation?
Is there a general rule of thumb that 10degrees per joint is maximum sensible bend... or am i missing something..!