期刊文献+

旋转剪切式MR阻尼器的性能试验与改进滞回模型 被引量:2

Performance experiment and improved hysteretic model of the rotary shear MR damper
在线阅读 下载PDF
导出
摘要 基于Bingham力学模型,设计、制作小尺寸旋转剪切式MR阻尼器,通过数字式特斯拉计测量励磁线圈的磁感应强度。设计了阻尼器试验装置,并对此MR阻尼器进行2种激励位移、11种输入电流和4种激励频率共88种工况的力学性能试验,根据MR阻尼力-速度滞回曲线,克服Bingham模型在零速度附近不能说明阻尼力-速度的关系,引入惯性力项方法,提出了改进滞回曲线非线性力学模型。采用智能粒子群算法辨识修正的滞回力学模型参数,通过阻尼器试验数据与修正滞回力学参数值进行对比,证明此滞回模型能很好地描述MR阻尼器强非线性的动力特性。 The parameters of the MR damper are designed based on the Bingham mechanical model.The magnetic induction of the coil is measured by the digital tesla meter and the rotary shear MR damper is manufactured,which maximum damping force is about to 1 N.The damping force performances of the MR damper is totally tested in 88 conditions,including of 2 kinds of excitation displacements,11 kinds of input current,and 4 kinds of excitation frequencies.Based on the force-velocity hysteretic curves of the MR damper,the problem that Bingham model fails to capture the hysteretic curve of MR damping force and velocity around zero velocity can be solved.The hysteretic model of RSMRD is calibrated with an improved hysteretic model with an additional inertial force,where each parameter is identified by intelligent particle swarm optimization.Compared the test data of the MR damper and the calculated data of the improved hysteretic model,the results show the hysteretic model can be feasible to describe strongly nonlinear dynamic behaviors of the MR damper.
出处 《振动工程学报》 EI CSCD 北大核心 2011年第4期394-399,共6页 Journal of Vibration Engineering
基金 国家自然科学基金资助项目(5107814250578063)
关键词 MR阻尼器 旋转剪切式 改进滞回模型 粒子群算法 MR damper rotary shear type improved hysteretic model particle swarm optimization
作者简介 孙洪鑫(1980-),男,博士,讲师。电话:15173223390;E—mail:cehxsun@gmail.com
  • 相关文献

参考文献18

  • 1Yang G Q. Large-scale magenetorheological fluid damper for vibration mitigation: modeling, testing and control[D]. Indiana: University of Notre Dame, 2001.
  • 2关新春,李金海,欧进萍.足尺磁流变液耗能器的性能与试验研究[J].工程力学,2005,22(6):207-211. 被引量:29
  • 3瞿伟廉,秦顺全.武汉天兴洲公铁两用斜拉桥主梁和桥塔纵向列车制动响应智能控制的理论与关键技术[A].第五届全国电磁流液及其应用学术会议论文集[c].大连,2008,14:1-11.
  • 4陈政清.永磁调节装配式磁流变阻尼器[P].中国专利.ZL200510031108.8.2007-4-25.
  • 5丁阳,张路,姚宇飞,李忠献.全通道有效磁流变阻尼器的性能测试与滞回模型[J].振动工程学报,2010,23(1):31-36. 被引量:9
  • 6邢海军,任杰,郭文武.磁流变减振器性能试验及分析[J].石家庄铁道学院学报,2002,15(3):33-35. 被引量:8
  • 7杨绍普,郭树起.磁流变智能材料的性质及其应用[A].第七届全国非线性动力学学术会议和第九届全国非线性振动学术会议论文集[C].南京:2004,82-91.
  • 8Tse T, Chang C C. Shear-mode rotary magnetorhe- ological damper for small-scale structural control ex- periments [J]. Journal of Structural Engineering, ASCE, 2004, 130(6):904-911.
  • 9Lord Company. MRF-132DG Magneto-rheological Fluid [R]. Lord Technical Data, 2008-8-7.
  • 10Stanway R, Sproston J L, Stevens N G. Non-linear modeling of an electro-rheologieal vibration damper [J]. Journal of Electrostatics, 1987, 20: 167-184.

二级参考文献36

  • 1瞿伟廉,樊友川.磁流变液阻尼器的磁路有限元分析与优化设计方法[J].华中科技大学学报(城市科学版),2006,23(3):1-4. 被引量:23
  • 2Yang G, Spencer B F, Carlson J D, et al. Large- scale MR fluid dampers: modeling, and dynamic performance considerations[J]. Engineering Structures, 2002, 24(3) :309-323.
  • 3Yang G. Large-scale magnetorheological fluid damper for vibration mitigation: modeling, testing and con[D]. Indiana:University of Notre Dame, 2001.
  • 4Dyke S J, Spencer B F, SainM K, et al. An experimental study of magnetorheological dampers for seismic protection[J]. Smart Mater. Struct., 1998, 7: 693-703.
  • 5Wereley N M, Pang L, Kamath G M. Idealized hysteresis modeling of electrorheological and magnetorheological dampers [J]. Journal of Intelligent Material Systems and Structures, 1998, 9(8): 642-649.
  • 6Spencer B F, Dyke S J, Sain M K, et al. Phenomenological model for magnetorheological damper [J]. Journal of Engineering Mechanics,ASCE, 1997, 123 (3) : 230-238.
  • 7Li Z X, Xu L H. Performance tests and hysteresis Model of MRF-04K Damper[J]. Journal of Structural Engineering, ASCE, 2005, 131(8):1 303-1 306.
  • 8[1]Soong T T,Spencer Jr.B F.Active,semi -active and hybrid control of structures[ A].12th World Conference on Earthquake Engineering [C],Aucklang,New Zealand,2002.paper 2834.
  • 9[2]Xu Y L and Qu W L.Seismic response control of frame structures using magnetorheological/electrorheological dampers [ J ],Earthquake Engineering and Structural Dynamics,2000,29:557 -575.
  • 10[3]Yang G,Spencer Jr.B F,Calson J D and Sain M K.Large -scale MRfluid dampers: dynamic performance consideration [ A ].Proceedings of International Conference on Advances in Structure Dynamic[ C].Vol; 1,Hong Kong,China,2000,341 -348.

共引文献150

同被引文献10

引证文献2

二级引证文献6

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