Weldeng13
Materials
- Feb 8, 2015
- 5
Hello,
I have a qualified a stainless steel 309L/316L corrosion resistant overlay that is 9/32 inch thick on 4130 to NACE MR0175 and API 6A and 16A (ASME IX) with the appropriate chemistry, sub 250 HV10 hardness and base metal tensile/CVN testing to prove the base still met acceptable values. The test plate is 1.5 inches thick, time was 3.5 hours at 1175F. API 6A and 16A states to follow a PWHT procedure and using ASME Section 8 Div 1 UW-40 provides sound guidance and most PWHT contractors are familiar with it. My question is about how to handle time for the WPS.
UW-40 (f)(5)(h) states the thickness of the weld metal overlay when weld metal overlay is the only welding applied.
In (f) and (5) it defines this as the nominal thickness for PWHT
My current plan is to have all overlays that are 9/32" thick and less PWHT to a minimum of 3.5 hours for all base metals above 1 inch. Below 1 inch is not covered by this procedure.
For overlay thicknesses greater than 9/32" my idea is to divide thickness by minutes to provide a minute per thickness which can then be multiplied by the maximum time allowed which is 125% of what was qualified.
3.5 hours = 210 minutes
9/32 = 0.2813 inches
0.2813 inches/210 minutes = 0.0013 inches per minute
125% of 210 minutes = 263 minutes
263 minutes x 0.0014 inches = a maximum thickness of 0.351 inches of weld overlay can be applied.
This would result in a WPS with the time dependent on clad thickness not base metal thickness.
Does this seem like a reasonable approach?
Thanks,
Peter
Peter
I have a qualified a stainless steel 309L/316L corrosion resistant overlay that is 9/32 inch thick on 4130 to NACE MR0175 and API 6A and 16A (ASME IX) with the appropriate chemistry, sub 250 HV10 hardness and base metal tensile/CVN testing to prove the base still met acceptable values. The test plate is 1.5 inches thick, time was 3.5 hours at 1175F. API 6A and 16A states to follow a PWHT procedure and using ASME Section 8 Div 1 UW-40 provides sound guidance and most PWHT contractors are familiar with it. My question is about how to handle time for the WPS.
UW-40 (f)(5)(h) states the thickness of the weld metal overlay when weld metal overlay is the only welding applied.
In (f) and (5) it defines this as the nominal thickness for PWHT
My current plan is to have all overlays that are 9/32" thick and less PWHT to a minimum of 3.5 hours for all base metals above 1 inch. Below 1 inch is not covered by this procedure.
For overlay thicknesses greater than 9/32" my idea is to divide thickness by minutes to provide a minute per thickness which can then be multiplied by the maximum time allowed which is 125% of what was qualified.
3.5 hours = 210 minutes
9/32 = 0.2813 inches
0.2813 inches/210 minutes = 0.0013 inches per minute
125% of 210 minutes = 263 minutes
263 minutes x 0.0014 inches = a maximum thickness of 0.351 inches of weld overlay can be applied.
This would result in a WPS with the time dependent on clad thickness not base metal thickness.
Does this seem like a reasonable approach?
Thanks,
Peter
Peter