We did a trial of welding a bracket to a part on two different welders. We welded 30 parts on each welder with one lot of type 1 enameling steel and 30 parts on each welder with a different lot of type 1 enameling steel. The same operator welded all the parts on the same day and did not make adjustments between lots of material. All the parts were sent to the supplier for porcelain enamel finishing in which they did all the parts in the same day with the same lot of powder. We did an impact test on the finished parts to test the resistance of the weld to "pop" the porcelain at the weld. What we found was the welder did not matter but the lot of enameling steel did. The chemistry supplied by the steel supplier showed that both lots of type 1 enameling steel were in ASTM A424 spec. There were some diferences in the amounts of some of the elements on the steel chemistry as follows:
Manganese lot A .294% lot B .208%
Phosphorus lot A .008% lot B .014%
Surfur lot A .013% lot B .01%
Silicon lot A .003% lot B .009%
Copper lot A .025% lot B .035%
Aluminum lot A .014% lot B .035%
My question is -would any of these elements or some other element not noted cause a projected weld to be less "robust" if all other factors were considered constant? My restance welding manual does not elude to such possible degredation unless the elemental % is much higher on such elements as Silicon etc.