Steel bars, commonly referred as rebars, with anti-rusted coating are frequently used in reinforced concrete structures at corrosion-critical circumstances. The bond strength between coated steel bars and covered concrete is resulted from the adhesion at the steel-concrete boundary, the frictional force, and the interlocking force provided by the raised ribs at the steel bar surface. The interlocking force is much stronger than the other two, while the frictional force occurs only if the adhesion vanishes after delamination or debonding starts. Rebar corrosion has been studied using the impact echo method [1]. Alternatively, the bonding situation was examined using low-frequency ultrasound [2]. Due to the severe attenuation of elastic waves in concrete, it was necessary to drive the piezoelectric transducer at a voltage higher than 500 volts. Current study demonstrated the feasibility of detecting the coating condition of rebar using B scans. Preliminary results showed clear connection existed between acceptable coating and signal attenuation. Further investigation using tone burst signals generated by a high-power gated amplifier was proposed. REFERENCES
- M-T. Liang and P-J. Su, "Detection of rebar corrosion in concrete using impact echo method", Proceedings of the Eighth Asia-Pacific Conference on Nondestructive Testing, Taipei, December 11-14, 1995
- C-H. Chiang and C-L. Tsai, "The elastic wave propagation at the interface between coated steel rebar and concrete", Ultrasonics (paper in progress).