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Experimental Research on the Detection of Inner Defects of Bellows Based on Ground Penetrating Radar

  • RADIO WAVE METHODS
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Abstract—

With the development of science and technology, the development of non-destructive testing is more and more mature, and Ground penetrating radar (GPR) has been widely used because of its advantages of fast detection speed, continuous detection process, high resolution, convenient and flexible operation, and low detection cost. However, it is rarely used in the detection of bellows defects. Therefore, the validity and applicability of GPR needs to be verified for detecting grouting defects of bellows in box girders. The box girder slab is simulated by placing bellows in the reinforced concrete slab. Ground penetrating radar (GPR) profiling method is used to detect grouting defects of bellows in reinforced concrete slabs. The two-dimensional and three-dimensional images of ground penetrating radar detection results are analysed. The results show that: Combining the X and Y direction detection images of ground penetrating radar, the specific location of the cavity defects in the bellows can be known. The three-dimensional slice of ground penetrating radar can roughly reflect the size of the internal cavity defect in the bellows. The two-dimensional and three-dimensional images of ground penetrating radar (GPR) can verify each other and complement each other when detecting the internal void defects of reinforced concrete plate corrugated pipe, which is helpful to grasp the internal defects of corrugated pipe in depth. The experiment proves that the ground penetrating radar is effective and promising for the detection of reinforced concrete plate bellows, and can be used for the detection of box girders in bridge engineering.

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REFERENCES

  1. Amran, T.S.T., Amin, M.S.M., Ahmad, M.R., Sani, S., Masenwat, N.A., Bundak, C.E.A., and Singoi, C.J., A study on detection water leakage of underground metal and PVC pipes using ground penetrating radar, IOP Conf. Ser.: Mater. Sci. Eng., 2019, vol. 555, p. 012 012. https://doi.org/10.1088/1757-899x/555/1/012012

  2. Bungey, J. H., Sub-surface radar testing of concrete: a review, Constr. Build. Mater., 2004, vol. 18, no. 1, pp. 1–8. https://doi.org/10.1016/s0950-0618(03)00093-x

    Article  Google Scholar 

  3. Chamberlain, A.T., Sellers, W., Proctor, C., and Coard, R., Cave detection in limestone using ground penetrating radar, J. Archaeol. Sci., 2000, vol. 27, no. 10, pp. 957–964. doi: 280https://doi.org/10.1006/jasc.1999.0525

  4. Davis, J.L. and Annan, A.P., Ground-penetrating radar for high-281 resolution mapping of soil and rock stratigraphy, Geophys. Prospect., 1989, vol. 37, no. 5, pp. 531–551. https://doi.org/10.1111/j.1365-2478.1989.tb02221.x

    Article  Google Scholar 

  5. Dinh, K., Gucunski, N., Kim, J., and Duong, T.H., Method for attenuation assessment of GPR data from concrete bridge decks, NDT & E Int., 2017, vol. 92, pp. 50–58. https://doi.org/10.1016/j.ndteint.2017.07.016

    Article  Google Scholar 

  6. Hugenschmidt, J., Concrete bridge inspection with a mobile GPR system, Constr. Build. Mater., 2002, vol. 16, no. 3, pp. 147–154. https://doi.org/10.1016/s0950-0618(02)00015-6

    Article  Google Scholar 

  7. Li, D.S. and Liu, H., Detection of sleeve grouting connection defects in fabricated structural joints based on ultrasonic guided waves, Smart Mater. Struct., 2019, vol. 28, no. 8, p. 12. https://doi.org/10.1088/1361-665X/ab29b0

    Article  CAS  Google Scholar 

  8. Li, Z.H., Zheng, L.L., Chen, C.J., Long, Z.L., and Wang, Y., Ultrasonic detection method for grouted defects in grouted splice sleeve connector based on wavelet pack energy, Sensors, 2019, vol. 19, no. 7, p. 17. https://doi.org/10.3390/s19071642

    Article  CAS  Google Scholar 

  9. Lin, S.B., Meng, D.W., Choi, H., Shams, S., and Azari, H., Laboratory assessment of nine methods for nondestructive evaluation of concrete bridge decks with overlays, Constr. Build. Mater., 2018, vol. 188, pp. 966–982. https://doi.org/10.1016/j.conbuildmat.2018.08.127

    Article  Google Scholar 

  10. Lopera, O., Slob, E. C., Milisavljevic, N., and Lambot, S., Filtering soil surface and antenna effects from GPR data to enhance landmine detection, IEEE Trans. Geosci. Remote Sens., 2007, vol. 45, no. 3, pp. 707–717. https://doi.org/10.1109/tgrs.2006.888136

    Article  Google Scholar 

  11. Maierhofer, C., Nondestructive evaluation of concrete infrastructure with ground penetrating radar, J. Mater. Civ. Eng., 2003, vol. 15, no. 3, pp. 287–297. https://doi.org/10.1061/(asce)0899-1561(2003)15:3(287)

    Article  Google Scholar 

  12. Moselhi, O., Ahmed, M., and Bhowmick, A.,Multisensor data fusion for bridge condition assessment, J. Perform. Constr. Facil., 2017, vol. 31, no. 4, p. 15. doi: 306https://doi.org/10.1061/(asce)cf.1943-5509.0001000

  13. Neal, A.,Ground-penetrating radar and its use in sedimentology: principles, problems and progress, Earth-Sci. Rev., 2004, vol. 66, nos. 3–4, p. 261. https://doi.org/10.1016/j.earscirev.2004.01.004

  14. Omar, T., Nehdi, M. L., and Zayed, T., Performance of NDT techniques in appraising condition of reinforced concrete bridge decks, J. Perform. Constr. Facil., 2017, vol. 31, no. 6, p. 16. https://doi.org/10.1061/(asce)cf.1943-5509.0001098

    Article  Google Scholar 

  15. Parks, J.E., Papulak, T., and Pantelides, C.P., Acoustic emission monitoring of grouted splice sleeve connectors and reinforced precast concrete bridge assemblies, Constr. Build. Mater., 2016, vol. 122, pp. 537–547. https://doi.org/10.1016/j.conbuildmat.2016.06.076

    Article  Google Scholar 

  16. Rhee, J.Y., Choi, J.J., and Kee, S.H., Evaluation of the depth of deteriorations in concrete bridge decks with asphalt overlays using air-coupled GPR: a case study from a pilot bridge on Korean expressway, Int. J. Concrete Struct. Mater., 2019, vol. 13, no. 1, p. 17. https://doi.org/10.1186/s40069-018-0327-7

    Article  CAS  Google Scholar 

  17. Terzioglu, T., Karthik, M.M., Hurlebaus, S., Hueste, M.B.D., Maack, S., Woestmann, J., and Olson, L. D., Nondestructive evaluation of grout defects in internal tendons of post-tensioned girders, NDT & E Int., 2018, vol. 99, pp. 23–35. https://doi.org/10.1016/j.ndteint.2018.05.013

    Article  Google Scholar 

  18. van der Kruk, J., Wapenaar, C.P.A., Fokkema, J.T., and van den Berg, P.M.,Three-dimensional imaging of multicomponent ground-penetrating radar data, Geophysics, 2003, vol. 68, no. 4, pp. 1241–1254. https://doi.org/10.1190/1.1598116

    Article  Google Scholar 

  19. Yan, H., Song, B., and Wang, M.S., Ultrasonic testing signal of grouting defect in prefabricated building sleeve, Ekoloji, 2019, vol. 28, no. 107, pp. 945–953.

    Google Scholar 

  20. Zou, C.J., Chen, Z.Z., Dong, P., Chen, C.H., and Cheng, Y., Experimental and numerical studies on nondestructive evaluation of grout quality in tendon ducts using impact-echo method, J. Bridge Eng., 2016, vol. 21, no. 2, p. 9. https://doi.org/10.1061/(asce)be.1943-5592.0000759

    Article  Google Scholar 

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ACKNOWLEDGMENTS

In this paper, I would like to thank my master’s degree tutors Shu Zhi-le and Liu Bao-xian for their experimental contributions. I would also like to thank my doctorate tutor Liu Chang-wu for his help, which enabled me to complete this paper.

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Correspondence to Liu Chang-wu.

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Wu Hai-kuan, Zhi-le, S., Chang-wu, L. et al. Experimental Research on the Detection of Inner Defects of Bellows Based on Ground Penetrating Radar. Russ J Nondestruct Test 56, 516–526 (2020). https://doi.org/10.1134/S1061830920060042

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