mechyp
Mechanical
- Jan 12, 2013
- 30
I am trying to calculate hydro test for PED work.
Material are used for construction SA 350 Lf 2 CL 1,SA 420 WPL6, SA 516 GR 70
Design Tmp: 365 C
Design Pre: 7.5 bar (MAWP)
Per Annex 1 7.4 hydro test pressure is no less than
-1.43 x MAP (this is i understood)
but
-1.25 x MAP x LSR (Lowest stress ratio)- (stress form ASME Section-II part D- this is right ?)
So the consideration of MAT means multiply the ratio for stress between test and design temp right ?
PED allowable stresses (if so there are many possible ratio's dependent on the method that results in the lower stress value...per Annex 1 7.1
please correct if wrong.
yogesh
Material are used for construction SA 350 Lf 2 CL 1,SA 420 WPL6, SA 516 GR 70
Design Tmp: 365 C
Design Pre: 7.5 bar (MAWP)
Per Annex 1 7.4 hydro test pressure is no less than
-1.43 x MAP (this is i understood)
but
-1.25 x MAP x LSR (Lowest stress ratio)- (stress form ASME Section-II part D- this is right ?)
So the consideration of MAT means multiply the ratio for stress between test and design temp right ?
PED allowable stresses (if so there are many possible ratio's dependent on the method that results in the lower stress value...per Annex 1 7.1
please correct if wrong.
yogesh