TECHNICAL PAPERS
Jan 15, 2010

Optimal Tuning of Amplitude Proportional Coulomb Friction Damper for Maximum Cable Damping

Publication: Journal of Structural Engineering
Volume 136, Issue 2

Abstract

This paper investigates numerically the optimal tuning of Coulomb friction dampers on cables, where the optimality criterion is maximum additional damping in the first vibration mode. The expression for the optimal friction force level of Coulomb friction dampers follows from the linear viscous damper via harmonic averaging. It turns out that the friction force level has to be adjusted in proportion to cable amplitude at damper position which is realized by amplitude feedback in real time. The performance of this adaptive damper is assessed by simulated free decay curves from which the damping is estimated. It is found that the damping efficiency agrees well with the expected value at the theoretical optimum. However, maximum damping is larger and achieved at a force to amplitude ratio of 1.4 times the analytical value. Investigations show that the increased damping results from energy spillover to higher modes evoked by the amplitude proportional Coulomb friction damper which clamps the cable at its upper and lower positions. The resulting nonsinusoidal cable motion clearly violates the assumption of pure harmonic motion and explains why such dampers have to be tuned differently from optimal linear viscous dampers.

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Acknowledgments

The writers gratefully acknowledge the financial support of the Swiss Federal Laboratories for Materials Testing and Research (EMPA), Dübendorf, Switzerland, and the support of the Danish Agency for Science, Technology and Innovation.

References

Bachmann, H., et al. (1995). Vibration problems in structures: Practical guidelines, Birkhäuser, Basel.
Bathe, K. -J. (1982). Finite element procedures in engineering analysis, Prentice-Hall, Englewood Cliffs, N.J.
Bournand, Y., and Crigler, J. (2005). “The VSL friction damper for cable-stayed bridges. Some results from maintenance and testing on long cables.” Proc., 6th Int. Symp. on Cable Dynamics, 199–204.
Cai, C. S., Wu, W. J., and Araujo, M. (2007). “Cable vibration control with a TMD-MR damper system: Experimental exploration.” J. Struct. Eng., 133(5), 629–637.
Duan, Y. F., Ni, Y. Q., and Ko, J. M. (2006). “Cable vibration control using magnetorheological dampers.” J. Intell. Mater. Syst. Struct., 17(4), 321–325.
Geering, H. P. (1990). Mess- und Regelungstechnik. 2. Auflage, Springer, Berlin.
He, W. L., Agrawal, A. K., and Yang, J. N. (2003). “Novel semiactive friction controller for linear structures against earthquakes.” J. Struct. Eng., 129(7), 941–950.
Hoang, N., Fujino, Y., and Yamazaki, S. (2007). “Damping evaluation of cable with practical nonlinear damper.” Proc., 7th Int. Symp. Cable Dynamics, A.I.M., Liège, Belgium, 167–173.
Høgsberg, J., and Krenk, S. (2007). “Adaptive tuning of elasto-plastic damper.” Int. J. Non-Linear Mech., 42(7), 928–940.
Høgsberg, J., and Krenk, S. (2008). “Energy dissipation control of magneto-rheological dampers.” Probab. Eng. Mech., 23(2–3), 188–197.
Huber, P., Nützel, O., and Weber, F. (2006). “Design, testing and application of adaptive cable dampers for cable stayed bridges: Approach and use in practice.” VDI-Ber., 1941, 191–204.
Inaudi, J. A. (1997). “Modulated homogeneous friction: A semi-active damping strategy.” J. Earthq. Eng. Struct. Dyn., 26(3), 361–376.
Irvine, H. M. (1981). Cable structures, MIT, Cambridge, Mass.
Irvine, H. M., and Caughey, T. K. (1974). “The linear theory of free vibrations of a suspended cable.” Proc. R. Soc. London, Ser. A, 341(1626), 299–315.
Kovacs, I. (1982). “Zur frage der seilschwingungen und der seildämpfung.” Bautechnik, 10, 325–332 (in German).
Krenk, S. (2000). “Vibrations of a taut cable with an external damper.” J. Appl. Mech., 67(4), 772–776.
Krenk, S., and Høgsberg, J. (2005). “Damping of cables by a transverse force.” J. Eng. Mech., 131(4), 340–348.
Kurino, H., Tagami, J., Shimizu, K., and Kobori, T. (2003). “Switching oil damper with built-in controller for structural control.” J. Struct. Eng., 129(7), 895–904.
Larsen, A., and Lafrenière, A. (2005). “Application of a limit cycle oscillator model to bridge cable galloping.“ Proc., 6th Int. Symp. Cable Dynamics, A.I.M., Liège, Belgium, 413–419.
Le Diouron, T., Fujino, Y., and Abe, M. (2003a). “Control of wind-induced self-excited oscillations by transfer of internal energy to higher modes of vibration. I: Analysis in two degrees of freedom.” J. Eng. Mech., 129(5), 514–525.
Le Diouron, T., Fujino, Y., and Abe, M. (2003b). “Control of wind-induced self-excited oscillations by transfer of internal energy to higher modes of vibration. II: Application to taut cables.” J. Eng. Mech., 129(5), 526–538.
Main, J. A., and Jones, N. P. (2002). “Free vibrations of taut cable with attached damper. II: Nonlinear damper.” J. Eng. Mech., 128(10), 1072–1081.
Occhiuzzi, A., Spizzuoco, M., and Serino, G. (2003). “Experimental analysis of magnetorheological dampers for structural control.” Smart Mater. Struct., 12(5), 703–711.
Oh, H. -U., and Onoda, J. (2002). “An experimental study of a semiactive magneto-rheological fluid variable damper for vibration suppression of truss structures.” Smart Mater. Struct., 11(1), 156–162.
Pacheco, B. N., Fujino, Y., and Sulekh, A. (1993). “Estimation curve for modal damping in stay cables with viscous damper.” J. Struct. Eng., 119(6), 1961–1979.
Sun, L., Shi, C., Zhou, H., and Zhou, Y. (2005). “Vibration mitigation of long stay cable using dampers and cross-ties.” Proc., 6th Int. Conf. Cable Dynamics, A.I.M., Liège, Belgium, 443–450.
Weber, F., Distl, H., and Feltrin, G. (2007c). “Damping of stay cables by controlled friction type dampers.” Proc., 7th Int. Symp. Cable Dynamics, A.I.M., Liège, Belgium, 271–278.
Weber, F., Distl, H., Feltrin, G., and Motavalli, M. (2009). “Cycle energy control of magnetorheological dampers on cables.” Smart Mater. Struct., 18(1), 015005.
Weber, F., Distl, H., Huber, P., Nützel, O., and Motavalli, M. (2007a). “Design, implementation and field test of the adaptive damping system of the Franjo Tudjman Bridge nearby Dubrovnik, Croatia.” Proc., IABSE Symp. (CD-ROM), Vol. 93, IABSE, Zurich, Switzerland, 414–415.
Weber, F., Distl, H., and Nützel, O. (2005a). “Versuchsweiser Einbau eines adaptiven Seildämpfers in eine Schrägseilbrücke.” Beton-und Stahlbetonbau, 100(7), 582–589 (in German).
Weber, F., Feltrin, G., and Distl, H. (2008). “Detailed analysis and modelling of MR dampers at zero current.” Struct. Eng. Mech., 30(6), 787–790.
Weber, F., Feltrin, G., and Motavalli, M. (2005b). “Passive damping of cables with MR dampers.” J. Mech. Mater. Struct., 38(279), 568–577.
Weber, F., Feltrin, G., and Motavalli, M. (2005c). “Measured LQG controlled damping.” Smart Mater. Struct., 14(6), 1172–1183.
Weber, F., Fobo, W., and Distl, H. (2007b). “Damping of several single mode vibrations with linear viscous dampers.” Proc., 7th Int. Symp. Cable Dynamics, A.I.M., Liège, Belgium, 397–404.
Yamaguchi, H., and Fujino, Y. (1998). “Stayed cable dynamics and its vibration control.” Proc., Int. Symp. on Advances in Bridge Aerodynamics, Balkema, Rotterdam, The Netherlands, 235–253.
Yang, J. N., and Agrawal, A. K. (2002). “Semi-active hybrid control systems for nonlinear buildings against near-field earthquakes.” J. Eng. Struct., 24(3), 271–280.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 136Issue 2February 2010
Pages: 123 - 134

History

Received: Jun 28, 2007
Accepted: Oct 9, 2009
Published online: Jan 15, 2010
Published in print: Feb 2010

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Notes

Note. Associate Editor: Anil Kumar Agrawal

Authors

Affiliations

Senior Researcher, Swiss Federal Laboratories for Materials Testing and Research, Ueberlandstrasse 129, CH-8600 Duebendorf, Switzerland (corresponding author). E-mail: [email protected]
J. Høgsberg [email protected]
Assistant Professor, Technical Univ. of Denmark, Building 403, Nils Koppels Allé, DK-2800 Kgs. Lyngby, Denmark. E-mail: [email protected]
Professor, Technical Univ. of Denmark, Building 403, Nils Koppels Allé, DK-2800 Kgs. Lyngby, Denmark. E-mail: [email protected]

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