Principles of Infrared Thermography and Application for Assessment of the Deterioration of the Bridge Deck at the Zoo Interchange
暂无分享,去创建一个
This paper details the principles of infrared thermography from the underlying theoretical considerations to the physical constraints involved with performing the test. Infrared (IR) thermography testing may be conducted at any time of the day or night as long as heat transfer is taking place through the medium being examined. During the day, subsurface anomalies cause localized increases in heat absorption, so the surface above these areas registers warmer than the surrounding areas. At night, the anomalies cause the surface above them to dissipate heat faster then the surrounding solid areas, so they register cooler to the IR thermography. An IR thermographic study of a freeway interchange in Milwaukee, WI. was conducted in late 1991. The study was designed to find delaminations and other pre-spalling subsurface anomalies that are not detectable by visual surface inspection. A pre-spalling condition occurs when the salt used to deice the road permeates the concrete and creates a corrosive environment around the top rebar mat. The resulting sub-surface cracking can be detected using IR thermography.
[1] Wmk Roddis,et al. Principles of Thermography and Radar for Bridge Deck Assessment , 1990 .
[2] J T Kunz,et al. EVALUATION OF BRIDGE DECK CONDITION BY THE USE OF THERMAL INFRARED AND GROUND-PENETRATING RADAR , 1985 .
[3] D G Manning,et al. DETECTING DETERIORATION IN ASPHALT-COVERED BRIDGE DECKS , 1982 .
[4] Gary J. Weil. Non-Destructive Testing of Bridge, Highway and Airport Pavements , 1992 .