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1
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DoubleARon
Materials
- Jul 28, 2006
- 6
Excuse me if this has been discussed before, but my searching was unsuccessfull.
When welding a pressure vessel (assume 516-70 plate, ASME VIII Div 1), is it acceptable to use a weld procedure that was qualified with E6010 root, and E7018 fill and cap?
My dilemna is some companies want the 60ksi weld metal removed (backgouged) and back welded with 7018 to have the entire joint filled with 70ksi material. Their reasoning is that the calculations were completed using the stress values for the 516-70, so they cannot accept a joint with 6010 in it. However this seems flawed as the nozzles are likely SA106B (60ksi).
I have searched the codes and came up with the decision that it is ok to have a WPS using 6010 for a root, as long as the supporting PQR was qualified on 516-70 plate, and the tensile testing was acceptable (over 70ksi).
Any thoughts?
When welding a pressure vessel (assume 516-70 plate, ASME VIII Div 1), is it acceptable to use a weld procedure that was qualified with E6010 root, and E7018 fill and cap?
My dilemna is some companies want the 60ksi weld metal removed (backgouged) and back welded with 7018 to have the entire joint filled with 70ksi material. Their reasoning is that the calculations were completed using the stress values for the 516-70, so they cannot accept a joint with 6010 in it. However this seems flawed as the nozzles are likely SA106B (60ksi).
I have searched the codes and came up with the decision that it is ok to have a WPS using 6010 for a root, as long as the supporting PQR was qualified on 516-70 plate, and the tensile testing was acceptable (over 70ksi).
Any thoughts?