Thanks guys (hogan, bozaktwo1, Metarinka).
My problem is not exactly on how to weld. I am aware I can guaranty the resistance of a PJP weld by choosing properly the consumable and the depth of penetration (a project matter). My problem lays on how to qualify the joint. If it were a CJP weld, it would be easier, concerning the testes. However, as it is a partially penetrated, I understand that I could apply the tensile test to specimens taken from the coupon test, in which the thickness is partially fused. And measure the tensile resistance. But should I flash out the reinforcement? I could not find the procedure in the standard (D1.1). The question gets more confused concerning the bend tests. If I use the whole thickness of the specimens, which is only partially fused, it will break there. Of course, I can look for defects in the fractured surface. But, what does the standard say about that?
Thanks for any further guidance.
Americo