期刊文献+

单边饱和跟腱控制器结构振动控制实验研究

Experimental research on structure vibration control with unilateral and saturating tendon
下载PDF
导出
摘要 两个电机跟腱控制器被用于一中心刚体和两个对称太阳能帆板的卫星模型振动控制中.跟腱一端安装在柔性帆板的自由端,另一端与驱动电机相连,安装在中心刚体上.针对无预紧力跟腱的单边饱和特点,采用了一种分段性能指标代替原有的二次型性能指标的最优控制方法.该方法将跟腱的单边饱和特性考虑在内并以合适的抑制速度对结构振动进行控制.卫星模型悬浮在4 m×1.7 m的气浮台上,以此模拟太空二维无重力环境.控制率是通过ERA(eigensystem realization algorithm)算法辨识出的系统动力学模型进行设计,并对各种激励下的模型振动进行控制.实验验证了该最优控制率和跟腱控制方式能有效地控制各种干扰下引起的卫星模型振动. Two actuators consisting of motor and tendon, are utilized in the vibration control of a satellite model with a center rigid body and two symmetric flexible appendages. The actuating tendons driven by the motors mounted on the center rigid body are installed on the free ends of the flexible appendages. Because the driving motor has limited torque and the non-preloaded tendon can only provide unilateral control force, the actuator has both saturating and unilateral nonlinear characters. According to the control force constraint of the actuator, a nonlinear optimal control law is introduced by a piecewise cost function method. Finally, the satellite model control experiment is carried out on a 1. 7 m×4 m pneumatic suspension table, which simulates the free-free state of the satellite in space. The satellite model is identified by eigensystem realization algorithm, and the proposed nonlinear optimal control method is applied to attenuate the appendage vibration. The experimental result demonstrates the effectiveness of the proposed method for the suppression of the satellite model vibration.
出处 《大连理工大学学报》 EI CAS CSCD 北大核心 2006年第z1期40-45,共6页 Journal of Dalian University of Technology
基金 国家"八六三"高技术资助项目(863-2-2-4-1B) 国家自然科学基金资助项目(10572070).
关键词 振动控制 跟腱控制 最优控制 单边非线性 饱和非线性 vibration control tendon control optimal control unilateral nonlinear saturating nonlinear
  • 相关文献

参考文献8

  • 1[1]YANG J N,GIANNOPOLOUS F.Active control and stability of cable-stayed bridge[J].ASCE J Eng Mech Div,1979,105(4):677-694
  • 2[2]MUROTSU Y,OKUBO H,TERUI F.Low-authority control of large space structures by using a tendon control system[J].J Guid Control Dyn,1989,12(2):264-272
  • 3[3]PREUMONT A,BOSSENS F.Active tendon control of vibration of truss structures:theory and experiments[J].J Intell Mater Syst Struct,2000,11(2):91-99
  • 4郭铁能,周舟,陆秋海,任革学.空间柔性结构振动的直接速度反馈控制[J].机械强度,2003,25(5):476-480. 被引量:7
  • 5[5]LU Qiu-hai,ZHOU Zhou,GUO Tie-neng.Some experiences with vibration control based on the on-orbit identification of flexible space structures[C]// Proceedings of the International Symposium on Test and Measurement.Shenzhen:International Academic Publisher.2003:821-825
  • 6周舟,郭铁能,陆秋海.基于在轨辨识的空间柔性结构振动控制[J].清华大学学报(自然科学版),2003,43(8):1060-1063. 被引量:6
  • 7[8]JUANG J N.PAPPA R S.An eigensystem realization algorithm for modal parameter identification and model reduction[J].J Guid Control Dyn,1985,8(5):620-627
  • 8[9]JUANG J N,PAPPA R S.Effect of noise on modal parameters identified the eigensystem realization algorithm[J].J Guid Control Dyn,1986,9(3):294-303

二级参考文献12

  • 1Ibrahim S R, Mikulick E C. The experimental determination of vibration parameters from time response [J]. The Shock and Vibration Bulletin, 1976, 46(5) : 187 - 193.
  • 2Lembregts F, Snoeys R, Leuridan J. Application and evaluation of multiple input modal parameter estimation [A].5th IMAC [C]. 1987. 966- 978.
  • 3Juang J N, Pappa R S. An eigensystem realization algorithm(ERA) for modal parameter identification and model reduction [J]. J of Guidance, Control and Dynamics, 1985,8(5) : 620 - 627.
  • 4Pappa R S, Juang J N. Some experiences with the eigensystem realization algorithm [J]. Sound and Vibration,1988, 22(1): 30-34.
  • 5Juang J N, Cooper J E, Wright J R. An eigensystem realization algorithm using data correlations (ERA/DC) for modal parameter identification [J]. Control Theory and Advanced Technology, 1988, 4(1): 5-14.
  • 6Franklin G F, Powell J D, Workman M L, Digital Control of Dynamic Systems [M]. Reading, Mass: Addison-Wesley,1990.
  • 7Michael R H. Vibration simulation using MATLAB and ANSYS. New Youk:Chapman & Hall/CRC, 2001.
  • 8Gangbing S, Sehmidt S p, Agrawal B N. Experimental study of active vibration suppression of flexible structure using modular eontrd patch. Aerospace Confenence,IEEE, Aspenco, 1(1), 1998. 189-201.
  • 9Duquette A P, Tuer K L, Golnaraghi M F. Vibration control of a flexible beam using a rotational internal resonance controller, Part Ⅱ: Experiment.Journal of Sonnd and Vibration, 1993, 167(1): 63-75.
  • 10Ozguner U, Yurkovich S, Martin J W, Kotnik P T. Laboratory facility for flexible structure control experiments. IEEE Control Systems Magazine,1988, 8(4) : 27 - 33.

共引文献9

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部