基于磁致伸缩作动器的拉索主动控制时滞补偿研究

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Abstract The large amplitude vibration of stay cables will give rise to the safe operation risk on the cable-stayed bridges. It is a kind of feasible method for cable vibration control using axial force provided by giant magnetostrictive actuator（GMA）. However, time delays are frequently encountered in the actual control system, which can diminish the performance and stability of the stay cable vibration control system. In this paper, the dynamic model of GMA and motion equation of the stay cable coupling GMA control system are established. Focus to the cable coupling GMA control system with time delay and nonlinear, the time delay compensation theory is proposed based on the phase shift method, and the linearization method of is put forward. The delay compensation effect of the cable coupling GMA control system is obtained by simulation analysis. Results show that phase shift method can achieve good effect of time-delay compensation in above system, which is close to the vibration reduction rate without delay optimal control.

Key words： stay cable giant magnetostrictive actuator time delay compensation phase shift method simulation analysis

Received: 25 January 2016 Published: 15 July 2017

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http://jvs.sjtu.edu.cn/EN/ OR http://jvs.sjtu.edu.cn/EN/Y2017/V36/I14/208

[1]Yamaguchi H, Dung N N．Active waves control of sagged-cable vibration[C].∥ Proc. 1st Int. Conf. Motion and Vibration Control,Yokohama, 7-11 Sept.1992:134-139.
[2] Fujino Y, Warnitchai P, Pacheco B M. Active stiffness control of cable vibration[J]. Journal of Applied Mechanics, ASME, 1993, 60(4): 948－953．
[3] Susumpow T, Fujino Y. Active control of multimodal cable vibrations by axial support motion[J]. Journal of Engineering Mechanics, ASCE,1995, 121(9):964 -972.
[4] Warnitchai P, Fujino Y, Susumpow T. A non-linear dynamic model for cables and its application to a cable-structure system[J]. Journal of Soundand Vibration, 1995, 187(4): 695-712.
[5] Achkire Y, Preumont A. Active tendon control of cable-stayed bridges[J]. Earthquake Engineering and Structural Dynamics, 1996, 25: 585-597.
[6] Gattulli V, Alaggio R, Potenza F. Analytical prediction and experimental validation for longitudinal control of cable oscillations[J].International Journal of Non-Linear Mechanics, 2008, 43(1): 36-52.
[7]周海俊，孙利民．斜拉索风雨激振的形状记忆合金半主动控制数值模拟分析[J]. 防灾减灾工程学报，2008, 28(3): 308 -312. ZHOU Haijun, SUN Limin. Control of rain-wind-induced cable vibration by using shape memory alloy[J]. Journal of Disaster Prevention and Mitigation Engineering, 2008, 28(3): 308 -312. (in Chinese)
[8]朱保兵，李国强. 不同边界条件下拉索振动的主动控制研究[J].力学季刊，2009，30(3):461 -468. ZHU Baobing, LI Guoqiang. Research on active vibration control of cables under different boundary conditions[J]. Chinese Quarterly of Mechanics, 2009, 30(3):461- 468. (in Chinese).
[9]王修勇,孟庆甲,郭雪涛,等.基于磁致伸缩作动器的拉索主动控制与多级Bang-Bang控制仿真分析[J].地震工程与工程振动.2014,34(2):161-166. Wang xiuyong, Meng qingjia, Guo xuetao et,al.Research on active and multistage Bang-Bang vibration control of cables using giant magnetostrictive actuator[J].Journal of Earthquake Engineering and Engineering Vibration, 2014,34(2):161-166.(in Chinese).
[10]Yang J N, Akbarpour A, Aska r G. Effect of time delay on control of seismic-excited building [J]. Journal of Structural Engineering, ASCE, 1990, 116(10): 2801―2814.
[11]徐龙河,周云,李忠献.MRFD半主动控制系统的时滞与补偿.地震工程与工程振动,2001,21(3):127-131. Xu L H, Zhou Y, Li Zh X. Time-delay and compensation of MRFD semi-actiye control system[J]. Journal of Earthquake Engineering and Engineering Vibration, 2001,21(3):127-131.(in Chinese).
[12]王在华,胡海岩.时滞动力系统的稳定性与分岔:从理论走向应用[J].力学进展, 2013, 43(1): 3―20.
Wang Zaihua, Hu Haiyan. Stability and bifurcation of delayed dynamic system: from theory to application [J]. Advances in Mechanics, 2013, 43(1): 3 ―20. (in Chinese).
[13]Abdel-Rohman,M. Time-delay effects on active damped structures. Journal of Engineering Mechanics-ASCE, 1987,113( 11): 1709-1719.
[14]McGreery, S, Soong, T T. An experiments study of time delay compensation in active structural control. Proceedings of the sixth International Modal Analysis Conference, SEM, 1988, p. 1733-1739
[15]Chung,L L, Reinhorn,A.M, Soong,T T. Experiments On Active Control Of Seismic Structures. Journal of Engineering Mechanics-ASCE, 1988, 114(2):241-256
[16]周岱, 郭军慧. 空间结构风振控制系统的神经网络时滞补偿. 空间结构, 2008,14(2):8-13.
Zhou D,Guo J H. Time delay compensation for wind-induced vibration control system of spatial latticed structure with neural network. Spatial structures, 2008,14(2):8-13.（in Chinese）
[17]薛晓敏，孙清，张陵，等. 基于遗传算法策略的含时滞结构振动主动控制研究[J]. 工程力学，2011，28(3)：143-149.
XUE Xiaomin, SUN Qing, ZHANG Ling,et al. Research on active control for time delayed structure using modified genetic algorithm[J]. Engineering mechanics, 2011，28(3)：143-149.（in Chinese）
[18] REED R S. Active vibration isolation using a magnetostrictive actuator [J].Modeling & Simulation,1988,19:73-81.
[19] Carman G P, Mitrvic M. Nonlinear constitutive relations for magnetostrictive materials with applications to 1-D problems[J]. JIntelli Mat Syst & Stru,1995,(6):673-684.
[20] Faidley L E, Lund B J, Flatau A B, et al. Tefenol-D elasto-magnetic properties under varied opening Conditions using hysteresis loop analysis[C].SPIE Symposium on Smart Structures,1998.
[21]Calkins F T, Smith R C, Flarau A B. Energy-based hysteresis model for magnetostrictive transducers[J].IEEE Trans. Magn,2000,36(2):429-439.
[22] Tan X, Baras J S. Modeling and control of hysteresis in magnetostrictive actuators[J]. Automatica, 2004, V40 (9): 1469-1480.
[23] Moon S J, Lim C W, Kim B H, et,al. Structural vibration control using linear magnetostrictive actuators[J]. Journal of Sound and Vibration, 2007, V302(4-5):875–891.
[24] Grunwald A, Olabi A G. Design of a magnetostrictive (MS) actuator[J]. Sensors and Actuators A, 2008, V144 (1): 161–175.
[25]王修勇．斜拉桥拉索振动控制新技术研究[D]．长沙：中南大学，2002:97-100. Wang Xiuyong. Study of New Techniques for Suppressing Cables Vibration on the Cable-Stayed Bridges[D]. Chang sha: Central south university, 2002:97-100.(in Chinese)