Detection of Through-Deck Type Fatigue Cracks in Steel Bridges by Self-Reference Lock-in Thermography

¹ Dept. of Mech. Eng., Graduate School of Eng., Osaka University, 2-1 Yamadaoka, Suita, Osaka, Japan
² Dept. of Mech. Eng., Graduate School of Eng., Kobe University, 1-1 Rokkodai, Nada, Kobe, Japan
³ Bridge and Structures Division, Road Department, National Institute for Land & Infrastructure Management, 1, Asahi, Tsukuba, Ibaragi, Japan

^a e-mail: y-izumi@saos.mech.eng.osaka-u.ac.jp

Abstract

A new remote nondestructive inspection technique, based on thermoelastic temperature measurement by infrared thermography, is developed for detection and evaluation of fatigue cracks propagating from welded joints in steel bridges. Fatigue cracks are detected from localized high thermoelastic temperature change at crack tips due to stress singularity under variable loading from traffics on the bridge. Selfreference lock-in data processing technique is developed for the improvement of signal/noise ratio in the crack detection process. The technique makes it possible to perform correlation processing without an external reference signal. It is very difficult to detect through-deck type fatigue cracks in steel decks by the conventional NDT technique, since they are not open to the inspection. In this paper, self-reference lock-in thermography is applied for detection of through-deck type fatigue cracks. Experiments are carried out to steel deck sample, which simulates an actual steel bridge, during crack propagation test. It is found that significant stress concentration zone can be observed near the crack front, which enabled us to detect through-deck type fatigue cracks and to estimate its size.