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Experimental Study on Acoustic Emission Characteristics of Bond-Slip for BFRP Concrete

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Abstract

The research on the bond slip characteristics of BFRP concrete mainly focuses on mechanical properties. There has been no effective technology to study the bond slip damage process of BFRP concrete. Therefore, the characteristics of bond slip failure process of BFRP concrete are studied in this paper based on acoustic emission technology as a real-time dynamic nondestructive monitoring technique. The results show that acoustic emission centroid frequency increased with the slip, the AE count ratio and the AE energy ratio is the largest at the stage of overcoming the chemical bonding force, and then it is significantly reduced and there is a certain increase at the peak of the load. The scatter diagram of the AE duration and the counts is concentrated in on region, likes two rays. Moreover, these phased stable characteristics of acoustic emission characteristics corresponding to different stages of BFRP concrete bond slip process, it provide evidently basis for identifying the process of BFRP concrete bond slip damage based on acoustic emission technology.

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REFERENCES

  1. Committee A. Guide for the design and construction of structural concrete reinforced with fiber reinforced polymer (FRP) bars, Fiber Reinf. Polym., 2015.

    Google Scholar 

  2. Böhni, H., Corrosion in reinforced concrete structures, in Summ. Tech. Pap. Annu. Meet. Archit. Inst. Jpn. Mater. Constr. Fire Saf. Off Shore Eng. Archit. Comput. Appl., Archit. Inst. Jpn, 2005, pp. 97–98.

  3. Xue, W., Liu, H., and Wang, X., Studies on bond properties of new type FRP bars, J. Build. Struct., 2004, vol. 25, no. 2, pp. 104–105.

    Google Scholar 

  4. Lin, X. and Zhang, Y.X., Bond slip behaviour of FRP reinforced concrete beams, Constr. Build. Mater., 2013, vol. 44, no. 3, pp. 110–117.

    Article  Google Scholar 

  5. Lee, J.Y., Lim, A.R., Kim, J., et al., Bond behaviour of GFRP bars in high strength concrete: bar diameter effect, Mag. Concr. Res., 2017, vol. 69, no. 11, pp. 1–14.

    Article  Google Scholar 

  6. Lee J.Y., Kim, T.Y., Kim, T.J., et al., Interfacial bond strength of glass fiber reinforced polymer bars in high strength concrete, Composites, Part B, 2008, vol. 39, no. 2, pp. 258–270.

    Article  Google Scholar 

  7. Okelo, R. and Yuan, R.L., Bond strength of fiber reinforced polymer rebars in normal strength concrete, J. Compos. Constr., 2005, vol. 9, no. 3, pp. 203–213.

    Article  CAS  Google Scholar 

  8. Brown, V.L and Bartholomew, C.L., FRP reinforcing bars in reinforced concrete members, ACI Mater. J., 1993, vol. 90, no. 1, pp. 34–39.

    CAS  Google Scholar 

  9. Liu, H., Yang, J., and Wang, X., Bond behavior between BFRP bar and recycled aggregate concrete reinforced with basalt fiber, Constr. Build. Mater., 2017, vol. 135, pp. 477–483.

    Article  CAS  Google Scholar 

  10. Yoo, D.Y., Kwon, K.Y., Park, J.J., et al., Local bond slip response of GFRP rebar in ultra high performance fiber reinforced concrete, Compos. Struct., 2015, vol. 120, pp. 53–64.

    Article  Google Scholar 

  11. Won, J.P., Park, C.G., Kim, H.H., et al., Effect of fibers on the bonds between FRP reinforcing bars and high strength concrete, Composites, Part B, 2008, vol. 39, no. 5, pp. 747–755.

    Article  Google Scholar 

  12. Wang, H. and Belarbi, A., Flexural durability of FRP bars embedded in fiber-reinforced concrete, Constr. Build. Mater., 2013, vol. 44, no. 4, pp. 541–550.

    Article  CAS  Google Scholar 

  13. Ding, Y., Ning, X., Zhang, Y., et al., Fibres for enhancing of the bond capacity between GFRP rebar and concrete, Constr. Build. Mater., 2014, vol. 51, no. 2, pp. 303–312.

    Article  Google Scholar 

  14. Baena, M., Torres, L., Turon, A., et al., Experimental study of bond behaviour between concrete and FRP bars using a pull-out test, Composites, Part B, 2009, vol. 40, no. 8, pp. 784–797.

    Article  Google Scholar 

  15. Benmokrane, B., Tighiouart, B., and Chaallal, O., Bond strength and load distribution of composite GFRP reinforcing bars in concrete, ACI Mater. J., 1996, vol. 93, no. 3, pp. 246–253.

    CAS  Google Scholar 

  16. Achillides, Z. and Pilakoutas, K., Bond behaviour of fiber reinforced polymer bars under direct pullout conditions, J. Compos. Constr., 2004, vol. 8, no. 2, pp. 173–181.

    Article  CAS  Google Scholar 

  17. Tighiouart, B., Benmokrane, B., and Gao, D., Investigation of bond in concrete member with fibre reinforced polymer (FRP) bars, Constr. Build. Mater., 1998, vol. 12, no. 8, pp. 453–462.

    Article  Google Scholar 

  18. Benmokrane, B., Tighiouart, B., and Chaallal, O., Bond strength and load distribution of composite GFRP reinforcing bars in concrete, ACI Mater. J., 1996, vol. 93, no. 3, pp. 246–253.

    CAS  Google Scholar 

  19. Vilanova, I., Baena, M., Torres, L., et al., Experimental study of bond-slip of GFRP bars in concrete under sustained loads, Composites, Part B, 2015, vol. 74, pp. 42–52.

    Article  CAS  Google Scholar 

  20. Alavifard, M. and Marzouk, H., Bond behavior of high strength concrete under reversed pull-out cyclic loading, Can. J. Civ. Eng., 2002, vol. 29, no. 2, pp. 191–200.

    Article  CAS  Google Scholar 

  21. Lee, J.Y., Yi, C.K., and Cheong, Y.G., Experimetal study on the FRP–concrete bond behavior under repeated loadings, Mech. Compos. Mater., 2009, vol. 45, no. 6, pp. 609–618.

    Article  CAS  Google Scholar 

  22. Borosnyói, A., Influence of service temperature and strain rate on the bond performance of CFRP reinforcement in concrete, Compos. Struct., 2015, vol. 127, pp. 18–27.

    Article  Google Scholar 

  23. Akbas, T.T., Celik, O.C., Yalcin, C., et al., Monotonic and cyclic bond behavior of deformed CFRP bars in high strength concrete, Polymers, 2012, vol. 8, no. 6, pp. 1–11.

    Google Scholar 

  24. Katz, A., Berman, N., and Bank, L.C., Effect of high temperature on bond strength of FRP rebars, J. Compos. Constr., 1999, vol. 3, no. 2, pp. 73–81.

    Article  Google Scholar 

  25. Won, J.P., 1. Durability of hybrid FRP reinforcing bars in concrete structures exposed to marine environments, Int. J. Struct. Eng., 2012, vol. 4, nos. (1/2), pp. 63–74.

  26. Uomoto, T., Mutsuyoshi, H., Katsuki, F., et al., Use of fiber reinforced polymer composites as reinforcing material for concrete, J. Mater. Civ. Eng., 2002, vol. 14, no. 3, pp. 191–209.

    Article  CAS  Google Scholar 

  27. Cosenza, E., Manfredi, G., and Realfonzo, R., Behavior and modeling of bond of FRP rebars to concrete, J. Compos. Constr., 1997, vol. 1, no. 2, pp. 40–51.

    Article  Google Scholar 

  28. Chang, X., Yue, G., Lin, H., et al., Modeling the pullout behavior of fiber reinforced polymer bars from concrete, Constr. Build. Mater., 2010, vol. 24, no. 4, pp. 431–437.

    Article  Google Scholar 

  29. Lin, X. and Zhang, Y.X., Evaluation of bond stress–slip models for FRP reinforcing bars in concrete, Steel Constr., 2014, vol. 107, no. 1, pp. 131–141.

    Google Scholar 

  30. Suzuki, T., Ogata, H., Takada, R., et al., Use of acoustic emission and X-ray computed tomography for damage evaluation of freeze–thawed concrete, Constr. Build. Mater., 2010, vol. 24, no. 12, pp. 2347–2352.

    Article  Google Scholar 

  31. Kuksenko, V.S., Tomilin, N.G., Makhmudov, K.F., et al., Predicting the loss of stability of loaded structural elements using the method of acoustic emission, Tech. Phys. Lett., 2007, vol. 33, no. 1, pp. 62–64.

    Article  CAS  Google Scholar 

  32. Gallego, A., Benavent–Climent, A., and Suarez, E., Concrete-galvanized steel pull–out bond assessed by acoustic emission, J. Mater. Civ. Eng., 2016, vol. 28, no. 2, pp. 1–8.

    Article  Google Scholar 

  33. Iwaki, K., Makishima, O., Tanaka, H., Shiotani, T., and Ozawa, K., Evaluation of bond behavior of reinforcing bars in concrete structures by acoustic emission, J. Acoust. Emiss., 2003, vol. 21, pp. 166–175.

    Google Scholar 

  34. Abouhussien, A.A., Hassan, A.A.A., Acoustic emission-based analysis of bond behavior of corroded reinforcement in existing concrete structures, Struct. Control Health Monit., 2016, vol. 24, no. 3, pp. 1–18.

    Google Scholar 

  35. Wang, Y., Chen, S.J., Xu, Z.Z., et al., Damage processes of steel fiber reinforced mortar in different fiber content revealed by acoustic emission behavior, Russ. J. Nondestr. Test., 2018, vol. 54, no. 1, pp. 55–64.

    Article  CAS  Google Scholar 

  36. Wang, Y., Chen, S., Xu, Z., et al., Damage processes of polypropylene fiber reinforced mortar in different fiber content revealed by acoustic emission behavior, J. Wuhan Univ. Technol. Mater. Sci. Ed., 2018, vol. 33, no. 1, pp. 155–163.

    Article  CAS  Google Scholar 

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Authors and Affiliations

  1. Architecture Engineering Institute, Jinling Institute of Technology, 211169, Nanjing, China

    Yuzhi Chen

  2. Shenzhen Municipal Design and Research Institute Co., Ltd., 518029, Shenzhen, China

    Shijie Chen

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  1. Yuzhi Chen
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  2. Shijie Chen
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Correspondence to Yuzhi Chen.

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Chen, Y., Chen, S. Experimental Study on Acoustic Emission Characteristics of Bond-Slip for BFRP Concrete. Russ J Nondestruct Test 56, 119–130 (2020). https://doi.org/10.1134/S1061830920020035

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  • DOI: https://doi.org/10.1134/S1061830920020035

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