| Gents, A very sensitive issue for most of us, I am sure from time to time, particularly when we are working at site with limited inventories at a given time: How many times can a weld be repaired without impairing its quality? We are facing a cut out of plate butt weld (9% Ni) with no additional plates if required to replace the welded ones if they are condemned. There was an article some time ago addressing this issue ( http://www.twi.co.uk/services/technical-information/faqs/material-faqs/faq-how-many-times-can-a-weld-be-re-weldwed), but unfortunately it seems to have been taken off from TWI site. Please advise. Best regards, Shashank Vagal |
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Pradip Goswami,P.Eng.IWE
Welding & Metallurgical Specialist
Ontario, Canada.
[attachment "20.jpg" deleted
by Biswajit Mukherjee/LNTENC]
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Hi Pradip, Case: In PAMI it was detected that a wrong electrode was used for one vertical weld and this weld was ground out and re-welded with ENiCrFe-9. In this weld, transverse cracks were seen in RT. Well, in essence, this in itself is R2. After the crack was repaired, an additional defect was introduced (LoF) in the repaired portion of the weld. Hence, the query. Regards, Shashank Vagal --- On Tue, 12/6/12, pgoswami <pgos...@quickclic.net> wrote: |
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| Hi Biswajeet, Thanks, sir. I could get at it a little later. I had a mistake in the URL. But still, it does not exactly help me as to what we do now. The plates are in their places, can not be removed nor replaced (no extra plates available), nor can we afford too much repairing for we may damage the plate. Physically and otherwise, I mean. Perhaps build up of the repaired edges could be the solution...? With which electrode? How can we justify all that extra heat input? Thanks all of you for your time and efforts, Shashank Vagal --- On Tue, 12/6/12, Biswajit Mukherjee <BMukh...@lntenc.com> wrote: |