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Experimental study of vibration control of a cable with an attached mr damper

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Warianty tytułu
PL
Badania eksperymentalne sterowania drganiami liny z dołączonym tłumikiem MR
Języki publikacji
EN
Abstrakty
EN
The paper presents experimental investigation of a horizontally suspended cable with an MR damper attached transversally near the support. The algorithm proposed to MR damper control employs the concept of emulation of a viscous damper wit h an optimal viscous damping coefficient. The algorithm is realized using a velocity feedback with damping force tracking control is applied. Free vibration of the cable with an MR damper operating in passive and controlled modes are investigated. The obtained results indicate that an appropriately controlled MR damper ensures a nearly constant damping level in a wide range of cable vibration amplitudes.
PL
W artykule przedstawiono wyniki badań eksperymentalnych układu poziomo zawieszonej liny z tłumikiem MR dołączonym poprzecznie w pobliżu podpory. Do sterowania tłumikiem MR przyjęto koncepcję emulacji tłumika wiskotycznego o optymalnym współczynniku tłumienia. Algorytm sterowania zrealizowano przy wykorzystaniu sprzężenia od prędkości oraz nadążnego układu sterowania siłą tłumienia. Analizie poddano drgania swobodne liny z tłumikiem MR pracującym w trybie pasywnym oraz sterowanym. Wyniki badań wskazują, że opracowany algorytm sterowania pozwala na uzyskanie w przybliżeniu stałego poziomu tłumienia drgań liny w szerokim zakresie wartości amplitudy drgań.
Rocznik
Strony
893--917
Opis fizyczny
Bibliogr. 42 poz., rys.
Twórcy
autor
autor
autor
  • AGH University of Science and Technology, Department of Process Control, Cracow, Poland, masmar@agh.edu.pl
Bibliografia
  • 1. AIM, 2005, Proceedings of the 6th International Symposium on Cable Dynamics, Charleston, USA, September 19-22
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  • 3. Chen Z.Q., Wang X.Y., Ko J.M., Ni Y.Q., Spencer B.F. Jr., Yang G., 2003, MR damping system on Dongting Lake cable-stayed bridge, Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures, Liu S.C. (Edit.), Proceedings of SPIE, 5057, 229-235
  • 4. Christenson R.E., Spencer B.F. Jr, Johnson E.A., 2001, Experimental verification of semiactive damping of stay cables, Proceedings of the 2001 American Control Conference, Arlington, USA, June 25-27, 5058-5063
  • 5. Chrzan M.J., Carlson J.D., 2001, MR fluid sponge devices and their use in vibration control of washing machines, Smart Structures and Materials 2001: Damping and Isolation, Inman D.J. (Edit.), Proceedings of SPIE, 4331, 370-378
  • 6. Du H., Sze K.Y., Lam J., 2005, Semi-active H1 control of vehicle suspension with magneto-rheological dampers, Journal of Sound and Vibration, 283, 981-996
  • 7. Duan Y.F., Ni Y.Q., Ko J.M., 2005, State-derivative feedback control of cable vibration using semiactive magnetorheological dampers, Computer-Aided Civil and Infrastructure Engineering, 20, 431-449
  • 8. Duan Y.F., Ni Y.Q., Ko J.M., 2006, Cable vibration control using magnetorheological dampers, Journal of Intelligent Material Systems and Structures, 17, 4, 321-325
  • 9. EMPA, 2006, Preventing bridges from oscillating – premiere in Dubrovnik, Press release, Duebendorf / St. Gallen, Switzerland, July 26, http://www.empa.ch
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  • 13. Hikami Y., Shiraishi N., 1988, Rain-wind induced vibrations of cables in cable-stayed bridges, Journal of Wind Engineering and Industrial Aerodynamics, 29, 409-418
  • 14. Johnson E.A., Baker G.A., Spencer B.F. Jr., Fujino Y., 2000, Mitigating stay cable oscillation using semiactive damping, Smart Structures and Materials 2000: Smart Systems for Bridges, Structures, and Highways, Liu S.C. (Edit.), Proceedings of SPIE, 3988, 207-216
  • 15. Johnson E.A., Christenson R.E., Spencer B.F. Jr., 2003, Semiactive damping of cables with sag, Computer-Aided Civil and Infrastructure Engineering, 18, 132-146
  • 16. Johnson E.A., Spencer B.F. Jr., Fujino Y., 1999, Semiactive damping of stay cables: a preliminary study, Proceedings of the 17th International Modal Analysis Conference, Society for Experimental Mechanics, Bethel, USA, 417-423
  • 17. Jolly M. R., Bender J. W., Carlson J. D., 1999, Properties and applications of commercial magnetorheological fluids, Journal of Intelligent Material Systems and Structures, 10, 1, 5-13
  • 18. Krenk S., 2000, Vibrations of a taut cable with an external damper, Journal of Applied Mechanics, ASME, 67, 772-776
  • 19. Kumarasena S., Jones N.P., Irwin P., Taylor P., 2005, Wind induced vibration of stay cables, FHWA/HNTB Interim Final Report No. RI98-034, National Technical Information Center, Springfield, USA
  • 20. Kwok N.M, Ha Q.P., Nguyen T.H., Li J., Samali B., 2006, A novel hysteretic model for magnetorheological fluid dampers and parameter identification using particle swarm optimization, Sensors and Actuators A, 132, 441-451
  • 21. Larsen A., Lafreni´ere A., 2005, Application of a limit cycle oscillator model to bridge cable galloping, Proceedings of the 6th International Symposium on Cable Dynamics, Charleston, USA, September 19-22, on CD
  • 22. Lord Co., 2002, RD-1097-01 Product Bulletin, http://www.lord.com
  • 23. Main J.A., Jones N.P., 2001, Evaluation of viscous dampers for stay-cable vibration mitigation, Journal of Bridge Engineering, ASCE, 6, 6, 385-397
  • 24. Maślanka M., 2006, About clamping phenomenon of a taut cable with an attached MR damper, Vibrations in Physical Systems, XXII, Cempel C., Stefaniak J. (Edit.), Poznan University of Technology, Poznan, Poland, 265-271
  • 25. Maślanka M., 2008, Semiaktywny układ redukcji drgań liny z tłumikiem magnetoreologicznym, Ph.D. Disseration, AGH University of Science and Technology, Cracow, Poland (in progress)
  • 26. MoDOT – Missouri Department of Transportation, 2006, 2nd Workshop on Wind Induced Vibration of Cable Stay Bridges, St. Louis, USA, April 25-27, http://www.modot.org/csb
  • 27. Persoon A.J., Noorlander K., 1999, Full-scale measurements on the Erasmus Bridge after rain/wind induced cable vibrations, Proceedings of the 10th International Conference on Wind Engineering, Copenhagen, Denmark, June 21-24, 1019-1026
  • 28. Rosół M., Sapiński B., 2006, Dynamics of a magnetorheological damper driven by a current driver, Proceedings of the 12th IEEE International Conference on Methods and Models in Automation and Robotics, Miedzyzdroje, Poland, August 28-31, 423-428
  • 29. Sapiński B., Snamina J., Maślanka M., Rosół M., 2006, Facility for testing of magnetorheological damping systems for cable vibrations, Mechanics, AGH University of Science and Technology Press, 25, 3, 135-142
  • 30. Savor Z., Radic J., Hrelja G., 2006, Cable vibrations at Dubrovnik bridge, Bridge Structures, 2, 2, 97-106
  • 31. Spencer B.F. Jr., Dyke S.J., Sain M.K., Carlson J.D., 1997, Phenomenological model of a magnetorheological damper, Journal of Engineering Mechanics, ASCE, 123, 3, 230-238
  • 32. Sun L., Zhang Q., Chen A., Lin Z., 2004, Cable vibration control countermeasures and structural health monitoring system design of Sutong Bridge, Proceedings of the 2nd International Conference on Bridge Maintenance, Safety and Management, Kyoto, Japan, October 18-22
  • 33. Tsang H.H., Su R.K.L., Chandler A.M., 2006, Simplified inverse dynamics models for MR fluid dampers, Engineering Structures, 28, 327-341
  • 34. Virlogeux M., 1999, Recent evolution of cable-stayed bridges, Engineering Structures, 21, 737-755
  • 35. Virlogeux M., 2005, State-of-the-art in cable vibrations of cable-stayed bridges, Bridge Structures, 1, 3, 133-168
  • 36. Weber F., Distl H., Feltrin G., Motavalli M., 2005a, Simplified approach of velocity feedback for MR dampers on real cable-stayed bridges, Proceedings of the 6th International Symposium on Cable Dynamics, Charleston, USA, September 19-22, on CD
  • 37. Weber F., Distl H., Nutzel O., 2005b, Versuchsweiser Einbau eines adaptiven Seildampfers in eine Schragseilbrucke, Beton- und Stahlbetonbau, 100, 7, 582-589
  • 38. Weber F., Feltrin G., Motavalli M., 2005c, Measured linear-quadratic-Gaussian controlled damping, Smart Materials and Structures, 14, 1172-1183
  • 39. Weber F., Feltrin G., Motavalli M., 2005d, Passive damping of cables with MR dampers, Materials and Structures, 38, 568-577
  • 40. Wu W.J., Cai C.S., 2006, Experimental study of magnetorheological dampers and application to cable vibration control, Journal of Vibration and Control, 12, 1, 67-82
  • 41. Xia P.Q., 2003, An inverse model of MR damper using optimal neural network and system identification, Journal of Sound and Vibration, 266, 1009-1023
  • 42. Zhou H., Sun L., 2005, A full-scale cable vibration mitigation experiment using MR damper, Proceedings of the 6th International Symposium on Cable Dynamics, Charleston, USA, September 19-22, on CD
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BWM4-0004-0020
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