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Some recent developments in inerter-based devices for vibration mitigation

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EN
Abstrakty
EN
Reducing the effect of unwanted vibrations is an important topic in many engineering applications. In this paper we describe some recent developments in the area of passive vibration mitigation. This is based on a new device called the inerter which can be exploited in a range of different contexts. In this paper we consider two recent examples; (i) where a flywheel inerter is combined with a hysteretic damper, and (ii) in which a pivoted bar inerter is developed for a machining application. In both cases, experimental test results show that the devices can outperform existing methods.
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art. no. e144617
Opis fizyczny
Bibliogr. 35 poz., rys.
Twórcy
  • Department of Mechanical Engineering, University of Sheffield, Sheffield, United Kingdom
Bibliografia
  • [1] M. Gutierrez Soto and H. Adeli, “Tuned mass dampers,” Arch. Comput. Methods Eng., vol. 20, pp. 419–431, 2013.
  • [2] M.C. Smith, “Synthesis of mechanical networks: the inerter,” IEEE Trans. Autom. Control, vol. 47, no. 10, pp. 1648–1662, 2002.
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  • [4] C. Papageorgiou and M.C. Smith, “Laboratory experimental testing of inerters,” in Proceedings of the44th IEEE Conference on Decision and Control, andthe European Control Conference 2005, 2005.
  • [5] E.D.A. John and D.J. Wagg, “Design and testing of a frictionless mechanical inerter device using living-hinges,” J. Frankl. Inst., vol. 356, pp. 7650–7668, 2019, doi: 10.1016/j.jfranklin.2019.01.036.
  • [6] M. Chen, C. Papageorgiou, F. Scheibe, F.-C. Wang, and M.C. Smith, “The missing mechanical circuit element,” IEEE Circuits Syst. Mag., vol. 9, no. 1, pp. 10–26, 2009.
  • [7] K. Ikago, K. Saito, and N. Inoue, “Seismic control of single-degree-of-freedom structure using tuned viscous mass damper,” Earthq. Eng. Struct. Dyn., vol. 41, no. 3, pp. 453–474, 2012.
  • [8] Y. Sugimura, W. Goto, H. Tanizawa, K. Saito, and T. Nimomiya, “Response control effect of steel building structure using tuned viscous mass damper,” in Proceedings of the 15th World Conference on Earthquake Engineering, 2012.
  • [9] I.F. Lazar, S.A. Neild, and D.J. Wagg, “Using an inerter-based device for structural vibration suppression,” Earthq. Eng. Struct. Dyn., vol. 43, no. 8, pp. 1129–1147, 2014, doi: 10.1002/eqe.2390.
  • [10] L. Marian and A. Giaralis, “Optimal design of a novel tuned mass-damper-inerter (tmdi) passive vibration control configuration for stochastically support-excited structural systems,” Probab. Eng. Mech., vol. 38, pp. 156–164., 2014.
  • [11] B. Titurus, “Generalized liquid-based damping device for passive vibration control,” AIAA J., vol. 56, no. 10, pp. 4134–4145, 2018.
  • [12] W.M. Kuhnert, P.J.P. Gonçalves, D.F. Ledezma-Ramirez, and M.J. Brennan, “Inerter-like devices used for vibration isolation: A historical perspective,” J. Frankl. Inst., 2020.
  • [13] M.C. Smith, “The inerter: A retrospective,” Annu. Rev. Control Robot. Auton. Syst., vol. 3, pp. 361–391, 2020.
  • [14] R. Ma, K. Bi, and H. Hao, “Inerter-based structural vibration control: A state-of-the-art review,” Eng. Struct., vol. 243, p. 112655, 2021.
  • [15] C. Liu, L. Chen, H.P. Lee, Y. Yang, and X. Zhang, “A review of the inerter and inerter-based vibration isolation: theory, devices, and applications,” J. Frankl. Inst., 2022.
  • [16] M. Lazarek, P. Brzeski, and P. Perlikowski, “Design and modeling of the cvt for adjustable inerter,” J. Frankl. Inst., vol. 356, no. 14, pp. 7611–7625, 2019.
  • [17] C. Málaga-Chuquitaype, C. Menendez-Vicente, and R. Thiers-Moggia, “Experimental and numerical assessment of the seismic response of steel structures with clutched inerters,” Soil Dyn. Earthq. Eng., vol. 121, pp. 200–211, 2019.
  • [18] L. Li and Q. Liang, “Seismic assessment and optimal design for structures with clutching inerter dampers,” J. Eng. Mech., vol. 146, no. 4, p. 04020016, 2020.
  • [19] P.C. Talley, A.T. Sarkar, N.E. Wierschem, and M.D. Denavit, “Performance of structures with clutch inerter dampers subjected to seismic excitation,” Bull. Earthq. Eng., pp. 1–22, 2022.
  • [20] R.S. Jangid, “Performance and optimal design of base-isolated structures with clutching inerter damper,” Struct. Control. Health Monit., vol. 29, no. 9, p. e3000, 2022.
  • [21] A. Javidialesaadi and N.E. Wierschem, “An inerter-enhanced nonlinear energy sink,” Mech. Syst. Signal Proc., vol. 129, pp. 449–454, 2019.
  • [22] Z. Zhang, Z.-Q. Lu, H. Ding, and L.-Q. Chen, “An inertial nonlinear energy sink,” J. Sound Vib., vol. 450, pp. 199–213, 2019.
  • [23] Y. Wang, H.-X. Li, C. Cheng, H. Ding, and L.-Q. Chen, “Dynamic performance analysis of a mixed-connected inerter-based quasi-zero stiffness vibration isolator,” Struct. Control. Health Monit., vol. 27, no. 10, p. e2604, 2020.
  • [24] Y. Wang, H.-X. Li, C. Cheng, H. Ding, and L.-Q. Chen, “A nonlinear stiffness and nonlinear inertial vibration isolator,” J. Vib. Control, vol. 27, no. 11–12, pp. 1336–1352, 2021.
  • [25] J. Yang, J.Z. Jiang, and S.A. Neild, “Dynamic analysis and performance evaluation of nonlinear inerter-based vibration isolators,” Nonlinear Dyn., vol. 99, no. 3, pp. 1823–1839, 2020.
  • [26] X. Liu, J.Z. Jiang, B. Titurus, and A. Harrison, “Model identification methodology for fluid-based inerters,” Mech. Syst. Signal Proc., vol. 106, pp. 479–494, 2018.
  • [27] D. De Domenico, P. Deastra, G. Ricciardi, N.D. Sims, and D.J. Wagg, “Novel fluid inerter based tuned mass dampers for optimised structural control of base-isolated buildings,” J. Frankl. Inst., vol. 356, pp. 7626–7649, 2019.
  • [28] N. Duan, Y. Wu, X.-M. Sun, and C. Zhong, “Vibration control of conveying fluid pipe based on inerter enhanced nonlinear energy sink,” IEEE Trans. Circuits Syst. I-Regul. Pap., vol. 68, no. 4, pp. 1610–1623, 2021.
  • [29] R. Thiers-Moggia and C. Málaga-Chuquitaype, “Seismic protection of rocking structures with inerters,” Earthq. Eng. Struct. Dyn., vol. 48, no. 5, pp. 528–547, 2019.
  • [30] A. Di Egidio, S. Pagliaro, and C. Fabrizio, “Combined use of rocking walls and inerters to improve the seismic response of frame structures,” J. Eng. Mech., vol. 147, no. 5, p. 04021016, 2021.
  • [31] P. Deastra, D.J. Wagg, N.D. Sims, and R.S. Mills, “Experimental shake table validation of damping behaviour in inerter-based dampers,” Bull. Earthq. Eng., vol. 21, pp. 1–21, 2022.
  • [32] H. Dogan, N.D. Sims, and D.J. Wagg, “Design, testing and analysis of a pivoted-bar inerter device used as a vibration absorber,” Mech. Syst. Signal Proc., vol. 171, p. 108893, 2022.
  • [33] P. Deastra, D. Wagg, N. Sims, and M. Akbar, “Tuned inerter dampers with linear hysteretic damping,” Earthq. Eng. Struct. Dyn., vol. 49, pp. 1216–1235, 2020.
  • [34] Y. Hu, M.Z.Q. Chen, Z. Shu, and L. Huang, “Analysis and optimisation for inerter-based isolators via fixed-point theory and algebraic solution,” J. Sound Vib., vol. 346, pp. 17–36, 2015.
  • [35] P. Deastra, “Tuned-inerter-based-dampers with linear hysteretic damping for earthquake protection of buildings,” Ph.D. dissertation, University of Sheffield, 2021.
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-77a80988-eec3-4a21-bf6b-b9f4fda15123
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