Single-side access tomography for evaluating interior defect of concrete

Abstract This study investigates the suitability of surface waves in developing an innovative tomography technique for non-destructive evaluation of concrete structures. Surface waves, or specifically Rayleigh waves (R-waves), are known to exhibit strong dispersion characteristic when propagating through inhomogeneous media. Experimental program was set up to examine phase velocity change of R-waves with regard to artificial defect embedded in concrete, which could be treated as anomaly in the homogeneous medium (concrete). By adopting a multipoint source-receiver measurement only on one surface of the specimen, different sets of waveforms were excited/collected and processed to compute phase velocities of R-waves with regard to each ray path. Based on the reconstructed phase velocity tomograms, the locations of defect within the measured area could be identified or “visualized”, given by regions with lower phase velocity than their neighbouring ones. It was also confirmed that the visualization was dependent on the dominant wavelengths of R-waves such that longer dominant wavelengths were able to indicate the existence of defects embedded deeper in concrete.

[1]  K. Graff Wave Motion in Elastic Solids , 1975 .

[2]  L. Long,et al.  Tomographic inversion of Rg wave group velocities for regional near‐surface velocity structure , 1993 .

[3]  A. C. Tarr Rayleigh-wave dispersion in the North Atlantic Ocean, Caribbean Sea, and Gulf of Mexico , 1969 .

[4]  Z. Ding,et al.  Surface wave tomography of the crust and upper mantle of Chinese mainland and its neighboring region , 2001 .

[5]  Gérard Ballivy,et al.  Assessment of Concrete Slab Quality and Layering by Guided and Surface Wave Testing , 2007 .

[6]  J. C. Santamarina,et al.  Detection of Surface Breaking Cracks in Concrete Members Using Rayleigh Waves , 2005 .

[7]  Mary Sansalone,et al.  Impact-echo : nondestructive evaluation of concrete and masonry , 1997 .

[8]  Lanbo Liu,et al.  Seismic non-destructive testing on a reinforced concrete bridge column using tomographic imaging techniques , 2005 .

[9]  Tomoki Shiotani,et al.  Elastic wave validation of large concrete structures repaired by means of cement grouting , 2009 .

[10]  Y. Pao,et al.  On the determination of phase and group velocities of dispersive waves in solids , 1978 .

[11]  Surface-Wave Group-Velocity Tomography for Shallow Structures , 2001 .

[12]  T. Shiotani,et al.  Repair evaluation of concrete cracks using surface and through-transmission wave measurements , 2007 .

[13]  J. Bungey,et al.  Using compression wave ultrasonic transducers to measure the velocity of surface waves and hence determine dynamic modulus of elasticity for concrete , 1996 .

[14]  Michael Forde,et al.  Ultrasonic tomography of grouted duct post-tensioned reinforced concrete bridge beams , 2001 .