Ultrasonic Testing Procedures, Technician Skills, and Qualifications
Publication: Journal of Materials in Civil Engineering
Volume 14, Issue 1
Abstract
Following the Northridge earthquake, the quality and accuracy of the ultrasonic testing (UT) of structural steel connections, and the abilities of technicians to perform such testing, was drawn into question. In establishing new weld quality acceptance criteria and appropriate inspection guidelines, it was important to validate the ability, or lack thereof, of ultrasonic testing technicians to accurately characterize and locate weld flaws in a variety of welded joint types. Round-robin testing of mock-up specimens representative of a variety of common joints used in steel moment frames, fabricated with embedded discontinuities of known size, location, and orientation, were examined by a number of ultrasonic testing technicians. The inconsistencies noted in the test results indicate a need for more specific UT procedures when used for weld acceptance, and a need for validation of the skill level of the UT technicians in their ability to perform the inspections.
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References
American Welding Society (AWS). (1998). “Structural welding code—steel.” AWS D1. 1, Miami.
Gruber, G. J. and Light, G. (1999). “Assessment of the reliability of available NDE methods for welded joints and the development of improved UT procedures.” Rep. SAC/BD-99/05, SAC Joint Venture, Richmond, Calif.
Paret, T. F. (1998). “Clarifying the extent of Northridge induced weld fracturing and examining the related issue of UT reliability.” Rep. No. SAC/BD-99/10, SAC Joint Venture, Richmond, Calif.
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Copyright © 2002 American Society of Civil Engineers.
History
Received: Sep 11, 2000
Accepted: May 30, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002
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