Paper
31 March 1998 Ultrasonic measurement of stress in pin and hanger connections
Al V. Clark, C. S. Hehman, D. Gallagher, Margarit G. Lozev, P. A. Fuchs
Author Affiliations +
Abstract
Pin and hanger connections can sometimes lock up due to corrosion. As the stresses in the connection are cycled due to thermal expansion and contraction of the bridge, fatigue cracking and failure may occur. We constructed an apparatus to simulate a locked-up pin and hanger connection. It consists of a 12 tooth spline bolted to the base of a mechanical testing machine. Hangers were mounted on the spline, which constrains their ends against rotation. The free ends of the hangers were loaded by the test machine's piston. We performed proof of concept tests of a method to detect stresses in pin and hanger connections prior to cracking. The method uses the fact that stress causes change in sound velocity. We propagated shear waves polarized parallel and perpendicular to the hanger axis. The normalized difference in shear wave velocities is called the birefringence. We measured the birefringence near the outer fibers of the hangers, at midsection. We simulated 3 scenarios: continuous monitoring of hanger status; intermittent monitoring from a known initial state; measurement with no a priori knowledge of hanger status. Good agreement with strain gauge data was obtained for all three scenarios.
© (1998) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Al V. Clark, C. S. Hehman, D. Gallagher, Margarit G. Lozev, and P. A. Fuchs "Ultrasonic measurement of stress in pin and hanger connections", Proc. SPIE 3400, Structural Materials Technology III: An NDT Conference, (31 March 1998); https://doi.org/10.1117/12.300089
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KEYWORDS
Ultrasonics

Birefringence

Bridges

Wave propagation

Corrosion

Cerium

Phase measurement

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