Corrosion of steel reinforcements is the main cause of damage and early failure of reinforced concrete structures in civil engineering, leading to enormous costs for inspection, maintenance, restoration and replacement of the infrastructure worldwide. Conventional methods for detecting corrosion are based on electrochemical techniques such as half-cell potential and linear polarization. These methods can be affected by a number of factors and require direct contact with the concrete. To overcome difficulties with conventional inspection techniques a benchmark project using and evaluating state-of-the-art NDE methods is set up at FHWA’s Turner-Fairbank Highway Research Center. The aim is to devise a test protocol for structural health monitoring (and asset management) of concrete structures by performing periodic baseline NDE surveys. For this a typical bridge deck specimen is cast, corroded and cyclic loaded. The benchmark project incorporates the latest developments in NDE inspection methodologies. A special focus lies on the promising technique of time-resolved thermography with induction heating combined with 3-D microwave imaging—a research cosponsored by the US National Research Council NRC.
[1]
Ing. Bernd Hillemeier.
Location Of Reinforcement By Induction-Thermography
,
1985,
Other Conferences.
[2]
Michael M Sprinkel,et al.
CONCRETE BRIDGE PROTECTION AND REHABILITATION: CHEMICAL AND PHYSICAL TECHNIQUES. RAPID CONCRETE BRIDGE DECK PROTECTION, REPAIR AND REHABILITATION
,
1993
.
[3]
Y Schiegg,et al.
Assessment of reinforcement corrosion by means of galvanostatic pulse technique
,
1997
.
[4]
Robert Osiander,et al.
Microwave thermoreflectometry for detection of rebar corrosion
,
1998,
Smart Structures.
[5]
P. Haardt,et al.
Scanning NDT-methods for the inspection of highway structures
,
2004
.
[6]
R. Melchers,et al.
Phenomenological Modeling of Reinforcement Corrosion in Marine Environments
,
2006
.
[7]
Sankaran Mahadevan,et al.
Chloride-induced reinforcement corrosion and concrete cracking simulation
,
2008
.
[8]
Kenneth R. MASER.
Integration of Ground Penetrating Radar and Infrared Thermography for Bridge Deck Condition Evaluation
,
2009
.