Time-delay control of a switchable stiffness system

This paper focuses on suppression of free vibration of single degree-of-freedom systems that possess time delay. The switchable stiffness (SS) control strategy is reviewed. The implication of time delay is examined. It shows that the system delay can cause malfunction of the direct SS control. To overcome this problem, the two time-delay control strategies are proposed. The first strategy named as half period delay SS control introduces an intentional delay such that the switch action takes place in a half of oscillation period later. The second strategy named as quarter period delay SS control is to add an intentional delay such that the switch action occurs in a quarter of oscillation period later. In this case, the SS control law is inverted. An apparatus consisting of an electromagnetic (EM) spring is developed to validate the proposed strategies. The stiffness models of the system are established. In computer simulation, three cases have been examined. In case A, the system is simplified as linear and the dynamics of the EMs is neglected. In case B, the stiffness models are used and the dynamics of the EMs is neglected. In case C, the stiffness models are used and the dynamics of the EMs is considered. An experimental study is conducted in real time. The results have validated the observations obtained from the computer simulations.

[1]  Emanuele Renzi,et al.  Optimal Semi-active Control and Non-linear Dynamic Response of Variable Stiffness Structures , 2005 .

[2]  Richard G. Cobb,et al.  A variable stiffness device selection and design tool for lightly damped structures , 2005 .

[3]  Kefu Liu,et al.  A tunable high-static–low-dynamic stiffness vibration isolator , 2010 .

[4]  Michael J. Brennan,et al.  Shock isolation using an isolator with switchable stiffness , 2011 .

[5]  José Rodellar,et al.  Active and semi-active control of structures – theory and applications: A review of recent advances , 2012 .

[6]  Kenji Minesugi,et al.  Alternative control logic for type-II variable-stiffness system , 1996 .

[7]  Michael J. Brennan,et al.  An experimental switchable stiffness device for shock isolation , 2012 .

[8]  Junjiro Onoda,et al.  Vibration Suppression by Variable-Stiffness Members , 1990 .

[9]  Junjiro Onoda,et al.  Active, passive, and semiactive vibration suppression by stiffness variation , 1992 .

[10]  Liang Liao,et al.  APPLICATION OF A TUNABLE ELECTROMAGNETIC DAMPER IN SUPPRESSION OF STRUCTURAL VIBRATION , 2006 .

[12]  Kenneth A. Cunefare,et al.  State-Switched Absorber for Vibration Control of Point-Excited Beams , 2000, Adaptive Structures and Material Systems.

[13]  D.M. Dawson,et al.  Semi-active vibration control using piezoelectric-based switched stiffness , 2004, Proceedings of the 2004 American Control Conference.

[14]  W. Clark Vibration Control with State-Switched Piezoelectric Materials , 2000 .

[15]  Kefu Liu,et al.  A tunable electromagnetic vibration absorber: Characterization and application , 2006 .

[16]  George Nikolakopoulos,et al.  A state-of-the-art review of structural control systems , 2015 .

[17]  Robert J. Bernhard,et al.  ADAPTIVE PASSIVE VIBRATION CONTROL , 1996 .

[18]  Philip W. Loveday,et al.  Development of a Variable Stiffness and Damping Tunable Vibration Isolator , 2005 .

[19]  Nader Jalili,et al.  A switched stiffness approach for structural vibration control: theory and real-time implementation , 2006 .

[20]  N. Sadegh,et al.  State-Switched Absorber for Semi-Active Structural Control , 2000 .

[21]  Lyan-Ywan Lu,et al.  Modeling and experimental verification of a variable-stiffness isolation system using a leverage mechanism , 2011 .

[22]  Andrew S. Whittaker,et al.  Energy dissipation systems for seismic applications: Current practice and recent developments , 2008 .

[23]  Robert J. Bernhard,et al.  NON-COLLOCATED ADAPTIVE–PASSIVE VIBRATION CONTROL , 1997 .