STRESS MONITORING OF THE TENSILE REINFORCEMENT IN A BRIDGE BASED ON SELF-MAGNETIC-FLUX LEAKAGE, 1-7.

Jun Chen,∗,∗∗ Kui Tan,∗ Senhua Zhang,∗ and Siyu Zhao∗

References

  1. [1] R. Figueira, Electrochemical sensors for monitoring the cor-rosion conditions of reinforced concrete structures: A review,Applied Sciences, 7(11), 2017, 1157.
  2. [2] B. Elsener, Macrocell corrosion of steel in concrete –implications for corrosion monitoring, Cement and ConcreteComposites, 24(1), 2002, 65–72.
  3. [3] C.A. Apostolopoulos and V.G. Papadakis, Consequences ofsteel corrosion on the ductility properties of reinforcement bar,Construction and Building Materials, 22(12), 2008, 2316–2324.6
  4. [4] R. Abe, H. Takemoto, T. Suzuki, et al., Basic study on low-temperature cracking of asphalt pavement using stress releasemethod, Journal of Pavement Engineering, JSCE, 9(12), 2004,209–217.
  5. [5] W.J. Yi and H. Xiang, Test and analysis of working stressof reinforced concrete compression members, IndustrialConstruction, 37(1), 2007, 52–56.
  6. [6] H.L. Pang and S.R. Pukas, Residual stress measurements in acruciform welded joint using hole drilling and strain gauges,Strain, 25(1), 1989, 7–14.
  7. [7] Z. Wang, W.B. Xie, Z.H. Wang, and Y. Cao, Strain method forsynchronous dynamic measurement of elastic, shear modulusand Poisson’s ratio of wood and wood composites, Constructionand Building Materials, 182(2018), 2018, 608–619.
  8. [8] C.H. Tan, Y.G. Shee, B.K. Yap, and F.R. Mahamd Adikan,Fiber Bragg grating based sensing system: Early corrosion de-tection for structural health monitoring, Sensors and ActuatorsA: Physical, 246(2017), 2016, 123–128.
  9. [9] C. Leung, K. Wan, and L.Q. Chen, A novel optical fiber sensorfor steel corrosion in concrete structures, Sensors, 8(3), 2008,1960–1976.
  10. [10] W.J. Li, S.C. Ho, and G.B. Song, Corrosion detection of steelreinforce concrete using combined carbon fiber and fiber Bragggrating active thermal probe, Smart Materials and Structures,25(4), 2016, 045017.
  11. [11] A. Sharma, S. Sharma, S. Sharma, and A. Mukherjee, Ultra-sonic guided waves for monitoring corrosion of FRP wrappedconcrete structures, Construction and Building Materials,96(2015), 2015, 690–702.
  12. [12] A. Michel, B.J. Pease, M.R. Geiker, and H. Stang, Monitoringreinforcement corrosion and corrosion-induced cracking usingnon-destructive X-ray attenuation measurements, Cement andConcrete Research, 41(11), 2011, 1085–1094.
  13. [13] P.A. Itty, M. Serdar, C.M. Akgul, and D. Parkinson, In situ 3Dmonitoring of corrosion on carbon steel and ferritic stainlesssteel embedded in cement paste, Corrosion Science, 83(2014),2014, 409–418.
  14. [14] K. Yao, Z.D. Wang, B. Deng, and K. Shen, Experimentalresearch on metal magnetic memory method, ExperimentalMechanics, 52(3), 2012, 305–314.
  15. [15] P.P. Shi, K. Jin, P.C. Zhang, et al., Quantitative inversionof stress and crack in ferromagnetic materials based on metalmagnetic memory method, IEEE Transactions on Magnetics,54(10), 2018, 1–11.
  16. [16] D.C. Jiles and L. Li, A new approach to modeling the magne-tomechanical effect, Journal of Applied Physics, 95(11), 2004,7058–7060.
  17. [17] D.C. Jiles, Theory of the magnetomechanical effect, Journalof Physics D Applied Physics, 28(8), 1995, 1265–1281.
  18. [18] C.Y. Pang, J.T. Zhou, R.Q. Zhao, et al., Research on internalforce detection method of steel bar in elastic and yielding stagebased on metal magnetic memory, Materials, 12(7), 2019, 1167.
  19. [19] S.H. Zhang, J.T. Zhou, Y. Zhou, et al., Cable tension monitor-ing based on the elasto-magnetic effect and the self-inductionphenomenon, Materials, 12(14), 2019, 2230.

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