2015 IEEE International Ultrasonics Symposium (IUS) 2015
DOI: 10.1109/ultsym.2015.0080
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Development and application of guided wave technology for buried piping inspection in nuclear power plant

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Cited by 4 publications
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“…monitoring of corrosion defects). This scenario is substantially different from the test setup used in previous works [9,13,15,22], where the pipe sample was buried in a sand/ soil box in a controlled environment, and the GW collar was installed at the end of a small segment of the pipe left outside of the box with no direct contact between sand/soil and the collar. The design of the ultrasonic collar in this work, was based on the results of finite element analysis, which characterized the response of individual sensors, and also of complete sensor arrays.…”
Section: Introductionmentioning
confidence: 95%
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“…monitoring of corrosion defects). This scenario is substantially different from the test setup used in previous works [9,13,15,22], where the pipe sample was buried in a sand/ soil box in a controlled environment, and the GW collar was installed at the end of a small segment of the pipe left outside of the box with no direct contact between sand/soil and the collar. The design of the ultrasonic collar in this work, was based on the results of finite element analysis, which characterized the response of individual sensors, and also of complete sensor arrays.…”
Section: Introductionmentioning
confidence: 95%
“…Bertoncini [14] presented attenuation values for unburied pipe with PE coating, PE and Fusion Bonded Epoxi half-buried, PE buried and unburied bitumen coated. Pei [15] studied T(0,1) attenuation in pipes that were bare, and in others that had PE and bitumen tape coatings in buried conditions. Limited studies on wave propagation in Stopaq are available, though, and only in guided wave tomography mode.…”
Section: Introductionmentioning
confidence: 99%
“…In fact, the large variability with sand conditions and the high values of attenuation revealed why test ranges of GWT are variable and are greatly decreased in buried pipes. Chiu et al [223] showed that GW attenuation and buried depth were not related linearly. In fact, GW attenuation rate, which determines the range of detection, is mainly and permanently affected by soil pressure (see Table 5).…”
Section: Limitations and Capabilities Of Gwutmentioning
confidence: 99%