In this paper, we extend the multichannel surface wave (MASW) analysis method for non-destructive testing (NDT) of medium to large diameter concrete pipe segments. In a typical MASW investigation, experimentally obtained surface wave records from an elastic medium are transformed into dispersion curves and compared with the appropriate theory to inversely determine the unknown parameters of the medium. We extend this procedure for the lengthwise and circumferential inspection of an individual concrete pipe segment by employing longitudinal and circumferential waves. These waves are generated by a point impact applied perpendicular to the pipe surface. Using finite element based simulations, it is first shown that the dispersion properties of surface waves traveling along two orthogonal cross-sections of a pipe segment, which intersect the impact point, agrees with the corresponding theoretical properties of longitudinal modes in an infinite hollow cylinder and circumferential Lamb wave modes in a circular annulus. This forms the basis for implementing the MASW method along the lengthwise and angular directions of the pipe, independently. Using the lessons learned from numerical study, an experimental demonstration of the proposed angular MASW implementation is carried out in a reinforced concrete pipe segment held under laboratory conditions. Equations for a cylindrical version of the phase-shift based wavefield transform given in [1] is presented for use in this process and its effectiveness to extract the angular phase velocity spectra from an actual record is demonstrated. Finally, it is shown that multi-modal dispersion curves can be extracted from an actual reinforced concrete pipe segment and its unknown elastic properties can be determined using the proposed method. The numerical models developed in this paper are validated by comparing its results against the measured data.
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