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Ultrasonic Weld Flaw Analysis Without a Computer Essentially all widely specified ultrasonic inspection codes and standards for piping, pressure vessels and other weld fabricated structural coponents require rejection of weld flaws which can be identified as cracks or crack-like in nature. Code acceptance/rejection criteria are based upon the flaw signal amplitude compared to that produced by a notch or side drilled hole in a calibration reference block. Unfortunately, flaw signal amplitude alone cannot be used to identify the nature of the reflector which produces it. In this case an accept/reject decision is based purely on UT signal amplitude which can lead to rejection of benign flaws (slag, porosity) and unnecessary weld repairs. Of much greater concern, however, are the more serious cracks and crack-like (lack of penetration, fusion) defects which, if not correctly identified and remain in a structure after fabrication, could lead to future problems. A number of investigators have demonstrated that pattern recognition
techniques can be successfully applied for analyzing the nature of reflectors
(flaws) identified during the ultrasonic inspection of welds. These flaw
signature methods apply feature analysis to the digitized RF echo signal.
By means of appropriate computer software, time domain measurements can
be made by use of the fast fourier transform. However, use of only the
time domain flaw echo features of rise time, pulse duration, and fall time
on weldments has been shown capable of attaining a 75 to 90 percent reliability
in sorting flaws into cracklike and non-crack type categories.
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