auzie5
Mechanical
- May 8, 2009
- 94
Anybody every build a NPS 20, Gr. 448 x 12.7mmWT cold bend (25D bend radius x 30 degrees). ERW line pipe. Internal mandrel is available. Satisfying the requirements of CSA Z245.11-14 (not too sure if ASME has a cold bend standard equivalent to ASME B16.49 for induction bends). Shop fabricated.
If so, aside from obvious problems related to ovality, wall thinning, ripples/wrinkles/buckles, did you run into any unexpected difficulties? Did you have to post bend heat treat to address residual stresses? Destructive tests performed to qualify the bend procedure would be used to establish the typical effects on mechanical properties at key locations on the bend resulting from the bending operation (ex: work hardening the extrados, Bauschinger Effect on the intrados, etc.).
Reference PFI Standard ES-24.
Thanks in advance for any input.
If so, aside from obvious problems related to ovality, wall thinning, ripples/wrinkles/buckles, did you run into any unexpected difficulties? Did you have to post bend heat treat to address residual stresses? Destructive tests performed to qualify the bend procedure would be used to establish the typical effects on mechanical properties at key locations on the bend resulting from the bending operation (ex: work hardening the extrados, Bauschinger Effect on the intrados, etc.).
Reference PFI Standard ES-24.
Thanks in advance for any input.