justanengineer
Well-known member
Well unless they're blind it's clearly visible lol
Unless your talking about subsurface weld porosity?, then I'd say make sure your surface is clean, clean, clean, and your using proper gas flow.... Oh I know how does the average Joe know that?... Well, I'd reference miller's chart which is pretty good.
This will likely take care of 95% of issues with weld porosity. Google and youtube document this issue very well, as I've said a number of times.
Yes, internal porosity. JME, but I've seen a ton of porosity caused by bad technique. ie. Folks worrying too much about making a pretty, even, rectangular weave not accounting for changes in the base material's surface. Quite often the puddle travels over the joint, edge of a previous weave, or ding and folks don't slow enough/at all, so the puddle simply covers over but doesn't actually sink in/fuse into the base material where it drops away in the joint/edge/ding. Its surprisingly common in internal corners, esp on the root pass.
JMO, but folks on the internet are way too obsessed with appearance, particularly the stack-o-dimes bs, and doing everything in a single pass. I may overdo it a bit, but running stress analyses at work REALLY makes me appreciate the value of a big fat corner fillet.
Last edited: