RauMech
Mechanical
- Nov 16, 2011
- 14
Hello Forum,
One of my collegue explained an issue that he is having with Super duplex PQR develpoment, as we will also have this material,
Weld Coupon is performed on a 10" NPS X 10S (0.165" wall) A790 S32750 Type 2507 EFW pipe welded with ER2594 GTAW root, Fill and Cap, in the 3GR (rotated to maintain 3G) position.
Max O2 level required was between 50ppm to 1000ppm, so half of the coupon welded with closer to 50ppm and half been welded around 900ppm.
One of test that required to do was Ferric Chloride corrosion test as per ASTM A923 method C and acceptabile corrosion rate was 10mmd.
All mechanical test are within the limit excpet the corrosion test where the portion been welded with less than 100ppm section (50mmd)..where the section been welded closer to 1000ppm it is less than 10mmd.
So the query - any reason for this change? is this acheivable? or acceptable?
Appreciate any kind advise on this -Rau
One of my collegue explained an issue that he is having with Super duplex PQR develpoment, as we will also have this material,
Weld Coupon is performed on a 10" NPS X 10S (0.165" wall) A790 S32750 Type 2507 EFW pipe welded with ER2594 GTAW root, Fill and Cap, in the 3GR (rotated to maintain 3G) position.
Max O2 level required was between 50ppm to 1000ppm, so half of the coupon welded with closer to 50ppm and half been welded around 900ppm.
One of test that required to do was Ferric Chloride corrosion test as per ASTM A923 method C and acceptabile corrosion rate was 10mmd.
All mechanical test are within the limit excpet the corrosion test where the portion been welded with less than 100ppm section (50mmd)..where the section been welded closer to 1000ppm it is less than 10mmd.
So the query - any reason for this change? is this acheivable? or acceptable?
Appreciate any kind advise on this -Rau