CandCQC
Structural
- Feb 27, 2009
- 24
I performed a test using a GMAW process in the 1G position. The matl was SA 516-70 and the plates were beveled at 37.5 each, leaving a .125 land. The root was open .093. I used a solid lincoln wire(ER70S-6). I used Argon(95%)Oxygen(5%)mix for a shielding gas. I failed my vickers hardness survey due to being above my max limit of 248HV. I did employ a temper bead technique by staggering from side to side with the last weld of each layer in the middle of the sample. Any thoughts on how I can pass this test without a PWHT process?