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The application of self-oscillation in wire gauges

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In the presented paper, an original solution to the system maintaining vibrations of a wire transducer, which has been based upon the phenomenon of self-oscillation, is described. The vibrations generated in this manner do not fade in time, are resistant to disturbances and allow measurement of the signal rapidly changing in time. The dynamic equations and numerical simulations of motion of the wire interconnected with the van der Pol oscillator are presented. Based on the conceptual model, a laboratory stand has been built, which served to verify properties of the presented solution and possibilities of useful applications.
Słowa kluczowe
Rocznik
Strony
29--39
Opis fizyczny
Bibliogr. 14 poz., rys.
Twórcy
autor
  • AGH University of Science and Technology, Kraków, Poland
autor
  • AGH University of Science and Technology, Kraków, Poland
Bibliografia
  • 1. Atay F.M., 1998, Van der Pol’s oscillator under delayed feedback, Journal of Sound and Vibration, 218, 2, 333-339
  • 2. Barr P.J., Petroff S.M., Hodson D.J., Thurgood T.P., Halling M.W., 2012, Baseline testing and long-term monitoring of the Lambert Road Bridge for the long-term bridge performance program, Journal of Civil Structural Health Monitoring, 2, 2
  • 3. Benmokrane B., Chekired M., Xu, H., 1995, Monitoring behavior of grouted anchors using vibrating-wire gauges, Journal of Geotechnical Engineering, 121, 6, 466-475
  • 4. Bordes J.-L., 2011, Dams and large scale experiments: monitoring and control. Documents pour l’historie des technigues, no. 20, semestre 2011
  • 5. Den Hartog J.P., 1956, Mechanical Vibrations, 4th Edition, McGraw-Hill Book Company, New York
  • 6. DiBiagio E., 2003, A case study of vibrating-wire sensors that have vibrated continuously for 27 years, 6th International Symposium on Field Measurements in Geomechanics (FMGM), Oslo, Norway
  • 7. Gastineau A., Johnson T., Schultz A., 2009, Bridge Health Monitoring and Inspections – A Survey of Methods Department of Civil Engineering University of Minnesota. Final Report No. MN/RC 2009-29
  • 8. Hayes J., Simmonds T., 2002, Interpreting strain measurements from load tests in bored piles, Ninth International Conference On Piling And Deep Foundations, Nice, 663-669
  • 9. Neild S.A., Williams M.S., McFadden P.D., 2005, Development of a vibrating wire strain gauge for measuring small strains in concrete beams, Strain, 41, 1, 3-9
  • 10. Park H.S., Lee H.Y., Choi S.W., Kim Y., 2013, A practical monitoring system for the structural safety of mega-trusses using wireless vibrating wire strain gauges, Multidisciplinary Digital Publishing Institute, Sensors, ISSN:1424-8220
  • 11. Qing N.Y., Yong X., Yang L.W., Peng Z., 2008, Development of a structural health monitoring system for guangzhou new TV tower, Advances in Science and Technology, 56, 414-419
  • 12. Sharma V.M., Nair M.D., Meller S., 1999, The use of vibrating wire strain gauges in geotechnics, International Conference on Offshore and Nearshore Geotechnical Engineering, GEOShore
  • 13. Simonetti A., 2012, A Measurement Technique for the Vibrating Wire Sensors, NORCHIP, Copenhagen, Denmark
  • 14. Wenzel H., 2009, Health Monitoring of Bridges, John Wiley & Sons, Ltd.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-6e61687d-7551-44c4-bb0b-c4c156cb61a6
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