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Damage and fracture processes of concrete using acoustic emission parameters

  • Fan, Xiangqian (Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute) ;
  • Hu, Shaowei (Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute) ;
  • Lu, Jun (Department of Materials and Structural Engineering, Nanjing Hydraulic Research Institute)
  • Received : 2016.01.12
  • Accepted : 2016.04.15
  • Published : 2016.08.25

Abstract

In order to observe the internal damage of concrete in real time, we introduced acoustic emission nondestructive detecting technology into a series of fracture tests; the test results revealed the whole process that concrete undergoes when it sustains damage that leads to failure, according to the change rules of the acoustic emission parameters. The results showed that both the initiation and unstable loads can be accurately determined using the abrupt change of the acoustic emission rate curves and the turning point of the acoustic emission parameters' accumulative curves. The whole process, from damage to failure, includes five phases, beginning with damage, such as cracking, a stable crack growth process, a critical unstable stage, and unstable propagation. The brittle fracture characteristics of concrete change when steel bars are joined, because the steel bars and the concrete structure bond, which causes an increase in the acoustic emission signals within the fracture process of the reinforced concrete. The unstable propagation stage is also extended. Our research results provide a valid methodology and technical explanations, which can help researchers to monitor the cracking process of concrete structures, in real time, during actual projects.

Keywords

Acknowledgement

Supported by : National Funds for Distinguished Young Scientists of China, National Natural Science Foundation of China, Natural Science Foundation of Jiangsu Province, China Postdoctoral Science Foundation

References

  1. Aggelis, D.G., Soulioti, D.V., Sapouridis, N., Barkoula, N.M., Paipetis, A.S. and Matikas, T.E. (2011), "Acoustic emission characterization of the fracture process in fibre reinforced concrete", Constr. Build. Mater., 25(11), 4126-4131. https://doi.org/10.1016/j.conbuildmat.2011.04.049
  2. Bentahar, M. and Gouerjuma, R.E.(2013), "Monitoring progressive damage in polymer based composite using nonlinear dynamics and acoustic emission", J. Acoust. Soc. America, 125(1), 39-44.
  3. Chen, H.L., Cheng, C.T. and Chen, S.E. (2012), "Determination of fracture parameters of mortar and concrete beams by using acoustic emission", Mater. Eval., 13(1), 888-894.
  4. Farahat, A.M. and Ohtsu, M. (1995), "Evaluation of plastic damage in concrete by acoustic emission", J. Mater. Civil Eng., 7(3), 148-153. https://doi.org/10.1061/(ASCE)0899-1561(1995)7:3(148)
  5. Gostautas, R.S., Ramirez, G., Peterman, R.J. and Meggers, D. (2005), "Acoustic emission monitoring and analysis of glass fiber-reinforced composites bridge decks", J. Bridge Eng., 10(6), 713-721. https://doi.org/10.1061/(ASCE)1084-0702(2005)10:6(713)
  6. Hu, S., Lu, J. and Xiao, F. (2013), "Evaluation of concrete fracture procedure based on acoustic emission parameters", Constr. Build. Mater., 47, 1249-1256. https://doi.org/10.1016/j.conbuildmat.2013.06.034
  7. Muralidhara, S., Prasad, B.R., Eskandari, H. and Karihaloo, B.L. (2010), "Fracture process zone size and true fracture energy of concrete using acoustic emission", Constr. Build. Mater., 24(4), 479-486. https://doi.org/10.1016/j.conbuildmat.2009.10.014
  8. Muralidhara, S., Prasad, B.R., Eskandari, H. and Karihaloo, B.L. (2010), "Fracture process zone size and true fracture energy of concrete using acoustic emission", Constr. Build. Mater., 24(4), 479-486. https://doi.org/10.1016/j.conbuildmat.2009.10.014
  9. Schechinger, B. and Vogel, T. (2007), "Acoustic emission for monitoring a reinforced concrete beam subject to four-point-bending", Constr. Build. Mater., 21(3), 483-490. https://doi.org/10.1016/j.conbuildmat.2006.04.003
  10. Shahidan, S., Pulin, R., Bunnori, N.M. and Holford, K.M. (2013), "Damage classification in reinforced concrete beam by acoustic emission signal analysis", Constr. Build. Mater., 45, 78-86. https://doi.org/10.1016/j.conbuildmat.2013.03.095
  11. Shiotani, T., Bisschop, J. and Van Mier, J.G.M. (2003), "Temporal and spatial development of drying shrinkage cracking in cement-based materials", Eng. Fract. Mech., 70(12), 1509-1525. https://doi.org/10.1016/S0013-7944(02)00150-9
  12. Suzuki, T., Ogata, H., Takada, R., Aoki, M. and Ohtsu, M. (2010), "Use of acoustic emission and X-ray computed tomography for damage evaluation of freeze-thawed concrete", Constr. Build. Mater., 24(12), 2347-2352. https://doi.org/10.1016/j.conbuildmat.2010.05.005
  13. Wang, C., Zhang, Y. and Ma, A. (2010), "Investigation into the fatigue damage process of rubberized concrete and plain concrete by AE analysis", J. Mater. Civil Eng., 23(7), 953-960. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000257
  14. Xu, S. and Reinhardt, H.W. (1998), "Crack extension resistance and fracture properties of quasi-brittle softening materials like concrete based on the complete process of fracture", Int. J. Fract., 92(1), 71-99. https://doi.org/10.1023/A:1007553012684
  15. Xu, S.L. and Reinhardt, H.W. (1999), "Determination of double-K criterion for crack propagation in quasibrittle materials, part II: analytical evaluating and practical measuring methods for three-point bending notched beams", Int. J. Fract., 98(2), 151-177. https://doi.org/10.1023/A:1018740728458

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