Optimal Design of Shape Memory Alloy Damper for Cable Vibration Control

In order to apply shape memory alloy (SMA) damper for effective control of cable vibration under external excitations, motion equations and corresponding state equation of the system made up of SMA dampers and a cable are described based on Hamilton Principle, and the system's optimization problems based on the linear quadratic regulator (LQR) active control algorithm are investigated to obtain the optimum cable vibration control effects and control forces. According to the equivalency between SMA damper optimum passive control effects and LQR active control effects, the optimal design principle and methods of SMA damper for cable vibration control are proposed. Utilizing the above optimal methods, a SMA damper is designed to control vibration of a practical cable under white noise excitations, and its control effects are compared with the LQR active control effects by numerical simulation. Results show that the cable vibration responses under both LQR active control and SMA damper optimum control are obviously less than those without control, and SMA damper optimum control effects are approached to the LQR active control effects. This may indicate the effectiveness of the supposed SMA damper optimum design methods for cable vibration control.

[1]  Yozo Fujino,et al.  Keeping cables calm , 1993 .

[2]  Hartmut Janocha,et al.  Smart Materials - The “IQ” of Materials in Systems , 1996 .

[3]  James M. Kelly,et al.  Experimental and analytical studies of shape-memory alloy dampers for structural control , 1995, Smart Structures.

[4]  Qing-Fu Chen,et al.  Design and Analysis of a Superelastic SMA Damper , 2008 .

[5]  Krzysztof Wilde,et al.  Base isolation system with shape memory alloy device for elevated highway bridges , 2000 .

[6]  H. Arai,et al.  The effects of mechanical dampers on stay cables with high-damping rubber , 1998 .

[7]  E. J. Graesser,et al.  Shape‐Memory Alloys as New Materials for Aseismic Isolation , 1991 .

[8]  Yozo Fujino,et al.  ESTIMATION CURVE FOR MODAL DAMPING IN STAY CABLES WITH VISCOUS DAMPER , 1993 .

[9]  Design and experimental investigation of a superelastic SMA damper , 2006 .

[10]  Donatello Cardone,et al.  Implementation and testing of passive control devices based on shape memory alloys , 2000 .

[11]  Y. Oshida,et al.  Corrosion and Biocompatibility of Shape Memory Alloys , 1991 .

[12]  Randall W. Poston CABLE-STAY CONUNDRUM , 1998 .

[13]  Yu-Lin Han,et al.  NiTi-wire Shape Memory Alloy Dampers to Simultaneously Damp Tension, Compression, and Torsion , 2005 .

[14]  C. S. Cai,et al.  Cable Vibration Reduction with a Hung-on TMD System. Part I: Theoretical Study , 2006 .

[15]  S. Miyazaki,et al.  Shape memory effect and superelasticity in Ti—Ni alloys , 2009 .

[16]  Jack R. Hayes,et al.  Structural damping with shape-memory alloys: one class of devices , 1995, Smart Structures.

[17]  Stewart C. Watson,et al.  Cables in Trouble , 1988 .

[18]  J. Humbeeck CYCLING EFFECTS, FATIGUE AND DEGRADATION OF SHAPE MEMORY ALLOYS , 1991 .

[19]  Yl L. Xu,et al.  MITIGATION OF THREE-DIMENSIONAL VIBRATION OF INCLINED SAG CABLE USING DISCRETE OIL DAMPERS — I. FORMULATION , 1998 .

[20]  Søren Nielsen,et al.  Optimal Damping of Stays in Cable-Stayed Bridges for In-Plane Vibrations , 2002 .

[21]  Yi-Qing Ni,et al.  Cable Vibration Control using Magnetorheological Dampers , 2006 .

[22]  Reginald DesRoches,et al.  Seismic retrofit of simply supported bridges using shape memory alloys , 2002 .

[23]  Hiroyuki Tamai,et al.  Pseudoelastic behavior of shape memory alloy wire and its application to seismic resistance member for building , 2002 .