Transactions on Transport Sciences 2009, 2(3):122-127 | DOI: 10.5507/tots.2009.017

Detection of Steel Bars in Concrete by Impact-Echo

Z. Hlaváč*,1, O. Anton1, A. Garbacz2
1 Department of Building Testing, Faculty of Civil Engineering, Brno University of Technology, Brno, Czech Republic
2 Department of Structure Materials, Faculty of Civil Engineering, Warsaw University of Technology, Warsaw, Poland

Due to the impact-echo defectoscopy tests of a massive block of underreinforced concrete steel bars of diameter 22 and 32 mm were detected. This fact is described in the paragraph, and results are provided through a visualization of b-scanning. The effect of a concrete cover layer and of the reinforcement diameter is clear on the sensitivity of the method. Because of various parameters of the reinforcement, impactors of a different ball diameter were employed. With a ball of diameter 12 mm, 8 mm and 5 mm reinforcement at the depth of about 50 to 60 mm was detected.

Keywords: Impact-echo, concrete, non-destructive testing of steel bar detection.

Published: September 1, 2009  Show citation

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Hlaváč, Z., Anton, O., & Garbacz, A. (2009). Detection of Steel Bars in Concrete by Impact-Echo. Transactions on Transport Sciences2(3), 122-127. doi: 10.5507/tots.2009.017
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References

  1. Carino, N., J.: 1999. Nondestructive test methods. Concrete Construction Engineering Handbook (ed. E.G.Nawy), CRC Press, 19.1-19.67.
  2. Runkiewicz, L.: 2002. Badania konstrukcji żelbetowych, Wyd. Biuro Gamma.
  3. Sansalone, M., Street, W. B.: 1997. Impact-echo. Nondestructive evaluation of concrete and masonry, Bulbrier Press, Ithaca NY.

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