Thank you so much! Your videos are very helpful!! :))))
@febarrett76 Жыл бұрын
Great topic. As a level 3 this is one of the items that I feel is an important skill to develop.
@garathbester Жыл бұрын
As do I! Thanks
@Kof_Believer2 ай бұрын
I just subscribed. Great content. I am a UT and ET level 2
@TomofAllTrades7 күн бұрын
Thanks for sharing 👍
@lucasmayombo4977 Жыл бұрын
Thank you sir for your excellent explanation now i understand better I agree with your teach method .thanks see you soon
@garathbester Жыл бұрын
You are very welcome Lucas! More vida coming soon
@rudyhardo5892 Жыл бұрын
man this is simple and clear love your all videos buddy, i glad found your channel 😁❤
@garathbester7 ай бұрын
Thanks so much! Happy to have you.
@connelldevera3787 Жыл бұрын
Hi... I learned a lot....Thank you from the Philippines..
@garathbester7 ай бұрын
You are very welcome
@aasai9kattur Жыл бұрын
Finally my doubt is clear Thank you sir
@garathbester Жыл бұрын
You are very welcome!
@andrewvalentino_id Жыл бұрын
Simple explanation. Thank U so much sir 😊
@garathbester Жыл бұрын
You are very welcome
@xFederaaaL10 ай бұрын
Nice video!
@garathbester7 ай бұрын
Thanks!
@anubratadas491111 ай бұрын
Sir I have a thesis on ultrasonic testing of arc welded mild steel plates. I have got screenshot of the echo but I am unable to identify what type of defect it is can you please help me sir?
@garathbester7 ай бұрын
Your best chance is to plot it out and consult the echo patterns as well as common defects associated with the welding technique
@austinthompson2127 Жыл бұрын
If I was scanning with my beam parallel to the weld searching for transverse cracks. How would that typically represent on the A-scan? Similar to the root and toe Crack? Wide base with high amplitude?
@garathbester Жыл бұрын
Correct, are you scanning on a plate or pipe? On a plate it should be as you have described, on a pipe as well, however because of the curvature of the pipe your root and cap echos will be after half and full skip or at least it will seem that way. In both cases a 45' probe should work best. As always, please revert to your procedure for more detailed input.
@@saranyadevi6468 If you can process angle beam flaw detection, thickness/corrosion surveys should not be an issue. If you need to refer to a KZbin video to find internal pitting with 0 degree, you probably shouldn’t be scanning.