DOI QR코드

DOI QR Code

The utilities of U-shape EM sensor in stress monitoring

  • Wang, Guodun (Department of Civil and Materials Engineering, The University of Illinois) ;
  • Wang, Ming L. (Department of Civil and Materials Engineering, The University of Illinois)
  • Received : 2003.01.23
  • Accepted : 2003.07.18
  • Published : 2004.03.25

Abstract

In this paper, load monitoring technologies using U-shape Magnetoelastic (EM or ME) sensors have been exploited systemically for the first time. The steel rod to be tested is the Japan 7 mm piano steel rod. The load dependence of the magnetic properties of the piano steel rod was manifested. Two experimental designs of U-shape magnetoelastic sensors were introduced, one with double pick-up concentric coils wound on the rod to be tested, the other with pick-up coil on one yoke foot. The former design is used to derive the correlation of the relative permeability with elastic tension, while the latter is aimed to reflect the stress induced magnetic flux variation along the magnetic circuit. Magnetostatic simulations provide interpretations for the yoke foot sensing technology. Tests with double pick-up coils indicate that under proper working points (primary voltages), the relative permeability varies linearly with the axial load for the Japan 7 mm piano steel rod. Tests with pick-up coil on the yoke foot show that the integrated sensing voltage changes quadratically with the load, and error is more acceptable when the working point is high enough.

Keywords

References

  1. Bozorth, R.M. (1951), Ferromagnetism, D. Van Nostrand Company, INC., Canada.
  2. Chen, Z.L. (1999), "Characterization and constitutive modeling of ferromagnetic materials for measurement ofstress", PhD thesis, the Univ. of Ill. at Chicago.
  3. Cullity, B.D. (1972), Introduction to Magnetic Materials, Addision-Welsley, Publishing Company, Reading MA.
  4. Daughton, J.M. (1999), "GMR applications", J. Magn. Magn. Mat., 192, 334-342. https://doi.org/10.1016/S0304-8853(98)00376-X
  5. Hovorka, O. (2002), "Measurement of hysteresis curves for computational simulation of magnetoelastic stresssensors", MS thesis, the Univ. of Ill. at Chicago.
  6. Joule, J.P. (1842), "On a new class of magnetic forces", Ann. Electr. Magn. Chem., 8, 219-224.
  7. Kvasnica, B. and Fabo, P. (1996), "Highly precise non-contact instrumentation for magnetic measurement ofmechanical stress in low-carbon steel wires", Meas. Sci. Tech., 763-767.
  8. Lloyd, G.M., Singh, V. and Wang, M.L. (2002), "Experimental evaluation of differential thermal errors inmagnetostatic stress sensors for Re < 180", IEEE Sensors 2002, Magnetic Sensing III, Paper No. 6.54.
  9. Mix, P.E. (1987), Introduction to Nondestructive Testing, John Wiley & Sons, Inc., Hoboken, NJ.
  10. Popovic, Z. and Popovic, B.D. (1999), Introductory Electronics, Prentice Hall, Inc., Upper Saddle River, NJ.
  11. Singh, V., Lloyd, G.M. and Wang, M.L., "Effects of temperature and corrosion thickness and composition onmagnetic measurements of structure steel wires", the 6th ASME-JSME 2003, accepted.
  12. Stablik, M.J. and Jiles, D. (1993), "Coupled magnetoelastic theory magnetic and magnetostrictive hysteresis",IEEE Trans. Magn., 29, 2113-2123. https://doi.org/10.1109/20.221036
  13. Wang, M.L., Chen, Z.L., Koontz, S.S. and Lloyd, G.D. (2000), "Magneto-elastic permeability measurement forstress monitoring", In Proceeding of the SPIE 7th Annual Symposium on Smart Structures and Materials,Health Monitoring of the Highway Transportation Infrastructure, 6-9 March, CA, 3995, 492-500.
  14. Wang, M.L., Koontz, S. and Jarosevic, A. (1998), "Monitoring of cable forces using magneto-elastic sensors",2nd U.S.-China Symposium workshop on Recent Developments and Future Trends of ComputationalMechanics in Structural Engineering, May 25-28, Dalian, PRC. 337-349.
  15. Wang, M.L., Lloyd, G. and Hovorka, O. (2001), "Development of a remote coil magneto-elastic stress sensor forsteel cables", SPIE 8th Annual International Symposium on Smart Structures and Material, Health Monitoringand Management of Civil Infrastructure Systems; Newport Beach CA, 4337, 122-128.

Cited by

  1. Field application of elasto-magnetic stress sensors for monitoring of cable tension force in cable-stayed bridges vol.12, pp.3_4, 2013, https://doi.org/10.12989/sss.2013.12.3_4.465
  2. Steel stress monitoring sensor based on elasto-magnetic effect and using magneto-electric laminated composite vol.111, pp.7, 2012, https://doi.org/10.1063/1.3679420
  3. Tension determination of stay cable or external tendon with complicated constraints using multiple vibration measurements vol.86, 2016, https://doi.org/10.1016/j.measurement.2016.02.053
  4. Smart elasto-magneto-electric (EME) sensors for stress monitoring of steel structures in railway infrastructures vol.12, pp.12, 2011, https://doi.org/10.1631/jzus.A11GT007
  5. Comparative Field Study of Cable Tension Measurement for a Cable-Stayed Bridge vol.18, pp.8, 2013, https://doi.org/10.1061/(ASCE)BE.1943-5592.0000421
  6. Study on an innovative self-inductance tension eddy current sensor based on the inverse magnetostrictive effect vol.37, pp.1, 2017, https://doi.org/10.1108/SR-08-2016-0145
  7. EM-Based Monitoring and Probabilistic Analysis of Prestress Loss of Bonded Tendons in PSC Beams vol.2018, pp.1687-8094, 2018, https://doi.org/10.1155/2018/4064362
  8. Application of magnetoelastic stress sensors in large steel cables vol.2, pp.2, 2006, https://doi.org/10.12989/sss.2006.2.2.155
  9. Determination of stay cable force based on effective vibration length accurately estimated from multiple measurements vol.11, pp.4, 2004, https://doi.org/10.12989/sss.2013.11.4.411