Abstract
Mag can be used not only as controllable damping devices but also to emulate a controllable positive or negative stiffness in combination with the dissipative force. However, the dissipative nature of MR dampers constrains the stiffness control. This work formulates the problem of combined stiffness and damping control with MR dampers if the damper is subjected to pure harmonic motion. A new method is presented that ends up in precise stiffness emulation with MR dampers, also when the sum of the stiffness and dissipative forces is constrained by the semi-active nature and residual force of MR dampers. The new control concept is applied to a semi-active tuned mass damper with an MR damper (MR-STMD). The numerical and experimental results demonstrate that the MR-STMD outperforms the passive TMD significantly.
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References
Wang DH, Liao WH (2011) Magnetorheological fluid dampers: a review of parametric modelling. Smart Mater Struct 20(2):023001
Xia PQ (2003) An inverse model of MR damper using optimal neural network and system identification. J Sound Vib 266(5):1009–1023
Maślanka M, Sapiński B, Snamina J (2007) Experimental study of vibration control of a cable with an attached MR damper. J Theor Appl Mech 45(4):893–917
Høgsberg J (2011) The role of negative stiffness in semi-active control of magneto-rheological dampers. Struct Control Health Monitor 18(3):289–304
Iemura H, Igarashi A, Nakata N (2001) Semi-active control of full-scale structures using variable joint damper system. In: Proceedings of the 14th KKNN symposium civil engineering, Kyoto, Japan, 5–7 November 2001, pp. 41–46
Nagarajaiah S (2010) Adaptive stiffness systems: recent developments in structural control using semiactive/smart variable stiffness and adaptive passive stiffness. In: Proceedings of the 5th world conference on structural control and monitoring, Tokyo, Japan, 12-14 July 2010, paper No. 007, available at: http://www.bridge.t.u-tokyo.ac.jp/WCSCM5/
Weber F, Boston C (2011) Clipped viscous damping with negative stiffness for semi-active cable damping. Smart Mater Struct 20(4):045007
Weber F, Boston C, Maślanka M (2011) An adaptive tuned mass damper based on the emulation of positive and negative stiffness with an MR damper. Smart Mater Struct 20:015012
Weber F, Maślanka M (2012) Frequency and damping adaptation of a TMD with controlled MR damper. Smart Mater Struct 21(5):055011
Den Hartog JP (1934) Mechanical vibrations. McGraw-Hill, New York
Maślanka M, Weber F (2012) Precise stiffness control with MR dampers and its application to semi-active tuned mass dampers. J Intell Mater Syst Struct, Submitted
Weber F (2012) Semi-active vibration absorber based on real-time controlled MR damper. Smart Mater Struct, Submitted
Acknowledgements
This research was supported by AGH University of Science and Technology, Department of Process Control, Krakow, Poland (statutory research funds No. 11.11.130.560) and Empa, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland. The authors gratefully acknowledge the technical support of the industrial partner Maurer Söhne GmbH & Co. KG, Munich, Germany.
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© 2013 The Society for Experimental Mechanics, Inc.
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Maślanka, M., Weber, F. (2013). Precise Stiffness Control with MR Dampers. In: Catbas, F., Pakzad, S., Racic, V., Pavic, A., Reynolds, P. (eds) Topics in Dynamics of Civil Structures, Volume 4. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-6555-3_8
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DOI: https://doi.org/10.1007/978-1-4614-6555-3_8
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