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500kN足尺磁流变液阻尼器设计的关键技术 被引量:15

Crucial techniques for design of 500 kN large-scale MR damper
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摘要 对我们制作的、目前出力居世界前列的500kN足尺MR阻尼器设计的关键技术、阻尼器的性能试验及力学模型的参数识别进行了研究。在对磁流变液材料的最大屈服剪应力、抗沉降稳定性以及磁滞响应时间等关键性能试验分析的基础上,确认该磁流变液的抗沉降稳定性和其他两项性能指标满足MR阻尼器的设计与工程应用要求。同时,对此500kN足尺MR阻尼器设计的关键技术,包括内置式碟型弹簧蓄能器、磁场防漏设计以及引线保护等进行了介绍;并通过对此MR阻尼器性能的试验,依据阻尼最小二乘法,对MR阻尼器采用的修正的B ingham模型的参数进行了识别,得到了与试验结果吻合的MR阻尼器的力学模型。通过研究可知,高性能磁流变液材料的制备以及MR阻尼器设计的关键技术是大吨位足尺MR阻尼器成功的关键。 The crucial techniques, performance test and model parameters identification of 500kN large-scale magnetorheological (MR) damper with large damping force are reported. On the basis of the key characteristics test of MR fluid, including maximum yield shear stress, sedimentation-proof stability and response time, the sedimentation-proof stability of MR fluid is confirmed, and the other two performance indexes meet the requirements of the design and application of large-scale MR damper. Then several crucial techniques of 500kN large-scale MR damper, including inner disk spring accumulator, magnetic-flux leakage preventing design and leading wire protection are introduced. According to the performance test results of the MR damper, the modified Bingham model parameters of MR damper are identified using damping least square method, and the theoretical results agree well with the experimental ones. Research results demonstrate that it is very important to prepare the high-performance MR fluid and adopt the proposed crucial technologies for the fabrication of large-scale MR damper.
出处 《地震工程与工程振动》 CSCD 北大核心 2007年第2期124-130,共7页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金重大国际合作项目(50520130296)
关键词 MR阻尼器 蓄能器 性能试验 关键技术 参数识别 MR damper accumulator performance experiment crucial technique parameters identification
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参考文献9

  • 1Yang G.Large-scale magnetorheological fluid damper for vibration mitigation:modeling,Testing and conrol[D].Indiana:Ph.D Dissertation University of Notre Dame,2001.
  • 2Housner G W,Bergman L A,Caughey T K,et al.Structural control:past,present and future[J].ASCE Journal of Engineering Mechanics,1997,123(9):897-971.
  • 3Yang G,Spencer Jr B F,Carlson J D and Sain M K.Larse-scale MR fluid dampers:modeling,and dynamic performance considerations[J].Engineering Structures,2002,24(3):309-323.
  • 4Spencer B F and Nagarajaiah S.State-of-the-Art of structural control[J].ASCE Journal of Structural Engineering(In Press),2003,7(129):845-856(in press).
  • 5Fujitani H,et al.Development of 400kN magnetorheological damper for a realbase-isolated building[C]//Proceedings of SPIE Conference Smart Structures and Materials.Bellingham:Wash,England.SPIRE-International Society for Optical Engineering,2003:5057.
  • 6Ni Y Q,Ko J M,Chen Z Q,et al.Lessons learned from application of semi-active MR dampers to briase cables for wind-rain-induced vibration control[C]//Proceedings of China-Japan Workshop on Vibration Control and Health Monitoring of Structures and Third Chinese Symposium on Structural Vibration Control.Shanghai:2002.
  • 7欧进萍,龙旭,肖仪清,吴斌.导管架式海洋平台结构阻尼隔振体系及其减振效果分析[J].地震工程与工程振动,2002,22(3):115-122. 被引量:31
  • 8Spencer B F Jr,Dyke et al.Phenomenological model of a magnetorheological damper[J].Journal of Engineering Mechanics,1997,123(3):230-238.
  • 9周强,瞿伟廉.磁流变阻尼器的两种力学模型和试验验证[J].地震工程与工程振动,2002,22(4):144-150. 被引量:91

二级参考文献17

  • 1-.JZ20-2MUQ平台结构设计报告(内部资料)[M].中海石油海上工程股份有限公司,1990..
  • 2欧进萍 丁建华 等.设置粘滞耗能器的JZ2-2MUQ平台结构冰振控制.“九五”国家自然科学基金重大项目大型复杂结构的关键科学问题及设计理论论文集[M].大连:大连理工大学出版社,1999.272-289.
  • 3欧进萍 邹向阳 等.JZ20-2MUQ平台结构耗能减振模型试验.“九五”国家自然科学基金重大项目型复杂结构的关键科学问题及设计理论论文集[M].同济大学出版社,2000.270-279.
  • 4渤海海洋结构物检测公司 国家地震局工程力学研究所.94-95年JZ20-2MUQ平台冰力测量报告[M].,1995..
  • 5[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.
  • 6[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.
  • 7[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.
  • 8[4]Stanway R,Sproston J L and Stevens N G.Non -linear modeling of an electro- rheological vibration damper [ J ].J.Eletrostatics,1987,20:167 - 184.
  • 9[5]Gamota D R and Filisko F E.Dynamic mechanical studies of electrorheological materials: moderate frequencies [ J ],J.Rheology,1991,35:199- 425.
  • 10[6]Spencer Jr.B F,Dyke S J,Sain M K and Carlson J D.Phenomenological model for magnetorheologieal damper [ J],J.Engrg.Mech.,ASCE,1997,123: 230 -238.

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