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That's right. However, another place where AUT has been widely used in power plants for years is in Reactor Vessel examinations.
AUT is much more sensitive than RT, particularly on mechanized welds where you may have other than normal bevel angles. However those overcalls mentioned earlier are usually attributable to indications missed by RT due to varying sensitivities of the two methods.
The problem most people have with AUT is that they utilize normal acceptance standards developed with RT in mind. Some people call it workmanship acceptance standards. Indications are evaluated based on length only. Due to the added sensitivity, when using AUT one should develop an alternate acceptance criteria based on length and vertical height of the flaws. This would eliminate most of these overcalls and prevent any unnecessary repairs.
If you are going to utilize UT for Inservice examinations, what better way to establish a baseline than with AUT?
Don't be afraid of AUT. It is your friend and it is there to help you.
AUT is much more sensitive than RT, particularly on mechanized welds where you may have other than normal bevel angles. However those overcalls mentioned earlier are usually attributable to indications missed by RT due to varying sensitivities of the two methods.
The problem most people have with AUT is that they utilize normal acceptance standards developed with RT in mind. Some people call it workmanship acceptance standards. Indications are evaluated based on length only. Due to the added sensitivity, when using AUT one should develop an alternate acceptance criteria based on length and vertical height of the flaws. This would eliminate most of these overcalls and prevent any unnecessary repairs.
If you are going to utilize UT for Inservice examinations, what better way to establish a baseline than with AUT?
Don't be afraid of AUT. It is your friend and it is there to help you.
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