RESEARCH ON STRESS MONITORING OF CRACKED STEEL BOX GIRDER BASED ON SELF-MAGNETIC FLUX LEAKAGE

Hu Ma, Shangkai Liu , Tao Tang, and Runchuan Xia

References

  1. [1] K. Brzeziezi and A. Szychowski, Stability and resistance ofsteel continuous girders with thin-walled box sections, Archivesof Civil Engineering, 64(4), 2018, 123–143.
  2. [2] T. Guo, Z.H. Chen, T. Liu, and D.Z. Han, Time-dependentreliability of strengthened PSC box-girder bridge using phasedand incremental static analyses, Engineering Structures, 117,2016, 358–371.
  3. [3] T. Garc´ıa-Segura, V. Yepes, M.F. Dan, and D.Y. Yang,Lifetime reliability-based optimization of post-tensioned box-girder bridges, Engineering Structures, 145, 2017, 381–391.
  4. [4] B. El-Taly, Retrofitting notch damaged box steel girders withcomposite materials, KSCE Journal of Civil Engineering,22(8), 2018, 3003–3014.
  5. [5] S.H. Kim, S.J. Park, J.X. Wu, and J.H. Won, Temperaturevariation in steel box girders of cable-stayed bridges duringconstruction, Journal of Constructional Steel Research, 112,2015, 80–92.
  6. [6] K. Lee, B. Andrawes, J. Lim, and H. Kim, A study onoverturning failure of horizontally curved single steel boxgirders, Engineering Failure Analysis, 97, 2018, 20–31.
  7. [7] R.E. Koller, I. Stoecklin, B. Weisse, and G.P. Terrasi, Strength-ening of fatigue critical welds of a steel box girder, EngineeringFailure Analysis, 25, 2012, 329–345.
  8. [8] G. Long, Y.H. Yang, W.Q. Zhu, and Y.J. Liu, Analysis andhandling of upwarping accident of main girder of a steel boxgirder cable-stayed bridge, Bridge Construction, 48(4), 2018,113–117.
  9. [9] J.R. Kayser and A.S. Nowak, Capacity loss due to corrosion insteel–girder bridges, Journal of Structural Engineering, 115(6),2016, 1525–1537.
  10. [10] F. Yan, W. Chen, and Z. Lin, Prediction of fatigue life ofwelded details in cable-stayed orthotropic steel deck bridges,Engineering Structures, 127, 2016, 344–358.
  11. [11] Y.C. Sung, T.K. Lin, Y.T. Chiu, and K.C. Chang, A bridgesafety monitoring system for prestressed composite box-girderbridges with corrugated steel webs based on in-situ loadingexperiments and a long-term monitoring database, EngineeringStructures, 126, 2016, 571–585.
  12. [12] S. Saad-Eldeen, Y. Garbatov, and C. Guedes Soares, Effectof corrosion severity on the ultimate strength of a steel boxgirder, Engineering Structures, 49, 2013, 560–571.
  13. [13] J.R. Kayser and A.S. Nowak, Capacity loss due to corrosion insteel–girder bridges, Journal of Structural Engineering, 115(6),2016, 1525–1537.
  14. [14] A. Wahab, M.M.A. Aziz, A. Rahman, and M. Sam, Reviewon microwave nondestructive testing techniques and its ap-plications in concrete technology, Construction and BuildingMaterials, 209, 2019, 135–146.
  15. [15] K. Yao, L.B. Wu, and Y.S. Wang, Nondestructive evaluationof contact damage of ferromagnetic materials based on metalmagnetic memory method, Experimental Techniques, 43(3),2019, 273–285.
  16. [16] Y. Vasseghian, M. Ahmadi, and M. Joshaghani, Ultrasoundassisted ash and sulphur removal from bitumen using columnflotation technique: Experimental, RSM and ANN methodsin modelling and optimization of process, Iranian Journal ofScience and Technology, Transactions A: Science, 41(4), 2016,1149–1163.
  17. [17] D. Grybos, J.S. Leszczynski, C. Swieboda, and P. Lasak,Properties of Fe-based nanocrystalline magnetic powder cores(MPC) and structure of particle size distribution (PSD), Jour-nal of Electrical Engineering, 69(2), 2018, 163–169.
  18. [18] E. Genin, Z.H. Gao, J.A. Varela, and J. Daniel, Nanoparti-cles: “Hyper-bright near-infrared emitting fluorescent organicnanoparticles for single particle tracking, Advanced Materials,26(14), 2014, 2257.
  19. [19] M.J. Sablik and D.C. Jiles, Coupled magnetoelastic theory ofmagnetic hysteresis, IEEE Transactions on Magnetics, 29(4),1993, 2113–2123.
  20. [20] U.D. Annakkage and P.G. McLaren, A current transformermodel based on the Jiles–Atherton theory of ferromagnetichysteresis, IEEE Transactions on Power Delivery, 15(1), 2000,57–61.
  21. [21] Y.L. Cheuk, Characterization and calibration of on-die termi-nation circuits, Bioresource Technology, 101(3), 2006,716–719.
  22. [22] X.K. Shan, Q.X. Qi, J. Hui, and R.C. Wei, Influence of holediameter and stress concentration on metal magnetic memorysignal, Journal of Magnetic Materials and Devices, 47(1), 2016,49–53.
  23. [23] D. Wu, Z.T. Liu, X.H. Wang, and L.X. Su, Composite magneticflux leakage detection method for pipelines using alternatingmagnetic field excitation, NDT & E International, 91, 2017,148–155.
  24. [24] S. Gontarz and R. Gumiirt, New approach to the evaluation ofthe effort state of steel based on magneto-mechanical effects,Mechanics Research Communications, 82, 2017, 14–20.
  25. [25] Z.D. Wang, K. Yao, K. Shen, and T. Huang, Advances andevaluation of metal magnetic memory NDT technique, Journalof Experimental Mechanics, 27(2), 2012, 129–139.
  26. [26] K. Yao, B. Deng, and Z.D Wang, Numerical studies to signalcharacteristics with the metal magnetic memory-effect in plas-tically deformed samples, NDT & E international, 47, 2012,7–17.
  27. [27] L.H. Dong, B.S. Xu, S.Y. Dong, and Q.Z. Chen, Character-isation of stress concentration of ferromagnetic materials bymetal magnetic memory testing, Nondestructive Testing andEvaluation, 25(2), 2010, 145–151.
  28. [28] S.Y. Dong, D. Wang, B.S. Xu, and C.L. Shi, Characterizingstress concentration by metal magnetic memory signal ofHp(x), International Journal of Applied Electromagnetics andMechanics, 33(3), 2010, 1219–1223.
  29. [29] Yu.L. Gobov, V.E. Loskutov, and Y.Y. Reutov, A dipole modelfor magnetic leakage fields created by a circular butt-weldedjoint, Russian Journal of Nondestructive Testing, 41(9), 2005,614–618.
  30. [30] H.H. Zhu, D.J Liu, S. Feng, and Q. Pan, Magnetic dipole recon-struction geometry modeling for underground ferromagneticpipe magnetic abnormal detection, Computer Measurementand Control, 25(03), 2017, 201–204.
  31. [31] M.J. Sablik, Finite element simulation of magnetic detection ofcreep damage at scan welds, IEEE Transactions on Magnetics,32(5), 1996, 4290–4292.
  32. [32] D.C. Jiles and M.K. Devinc, Recent developments in modelingof the stress derivative of magnetization in ferromagneticmaterials, Journal of Applied Physics, 76(10), 1994, 7015–7017.
  33. [33] K. Yamamoto, Magnetization change due to stress change ina constant magnetic field on amorphous ribbons, Journal ofApplied Physics, 81(8), 1997, 5796–5798.
  34. [34] H. Zhang, J.T. Zhou, R.Q. Zhao, L. Liao, M. Yang, andR.C. Xia, Experimental study on detection of rebar corrosionin concrete based on metal magnetic memory, InternationalJournal of Robotics and Automation, 32(5), 2017, 530–537.
  35. [35] Z. Chen, X. Zhou, X. Wang, L. Dong, and Y. Qian, Deploymentof a smart structural health monitoring system for long-spanarch bridges: A review and a case study, Sensors, 17(9), 2017,2151.
  36. [36] J.Y. Yang, B.H. Xia, Z. Chen, T.L. Li, and R. Liu, Vibration-based structural damage identification: a review, InternationalJournal of Robotics and Automation, 35(2), 2020, 921–930.8

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