期刊文献+

一种超弹性SMA复合阻尼器的设计与试验 被引量:8

Design and experimental investigation of superelast ic SMA damper
下载PDF
导出
摘要 根据形状记忆合金 (SMA)的超弹性特性 ,设计、制造了一种SMA复合摩擦阻尼器 ,该阻尼器利用SMA超弹性阻尼与SMA丝的约束作用使阻尼器内部产生摩擦来共同耗散振动能量 .介绍了阻尼器的结构构造及工作原理 .通过试验研究了加载频率、位移幅值对阻尼器力学性能的影响 .试验结果表明 ,在试验频率范围内 ,阻尼器的刚度、输出力、耗能等主要力学参数随加载频率的改变而变化较小 ;位移幅值是影响这些力学参数的主要因素 ,当阻尼器在小位移的情况下 ,其刚度变化较小 ,而输出力和耗能与位移基本成线性关系 .但在大位移的情况下 ,阻尼器的输出力变化较小 ,而其割线刚度减小 ,耗能有大幅度的增加 .分析表明 。 Based on superelastic property of shape memory alloy (SMA), a SMA damper is designed and manufactured. The damper dissipates vibration energy by means of SMA superelastic damping and the friction between its inner members. Its construction and principle are introduced. Experiments were taken to investigate the influence of frequency and displacement amplitude on the damper's mechanical behavior. The results show that, in the range of experimental frequencies, the frequencies have slight effects on SMA damper's mechanical parameters such as stiffness, control force and dissipated energy; displacement amplitude is the major factor that affects SMA damper's mechanical behavior. Under small displacement the damper's stiffness has no change and its control force and dissipated energy increase linearly with displacement; under large displacement the damper's control force has slight change and its secant stiffness reduces, but its dissipated energy increases greatly. It can be concluded that the SMA damper is a displacement-correlated and variable-stiffness damper.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2004年第4期459-463,共5页 Journal of Southeast University:Natural Science Edition
基金 国家自然科学基金重点资助项目 ( 5 0 0 3 80 10 )
关键词 形状记忆合金 超弹性 阻尼器 力学性能 Design Elasticity Friction Mechanical properties Shape memory effect Stiffness Vibrations (mechanical)
  • 相关文献

参考文献9

  • 1Muck Z F,Janocha H.Smart materials-the ''TQ'' of materials in systems [J].Z Metallked,1996,87(5):357-364.
  • 2Mauro D,Donatello C,Roberto M.Implementation and testing of passive control devices based on shape memory alloy [J].Earthquake Engineering and Structural Dynamics,2000,29(2):945-968.
  • 3Graesser E J,Cozzarelli F A.Shape memory alloys as new materials for seismic isolation [J].Journal of Engineering Mechanics,1991,117(11):2590-2608.
  • 4Han Y L,Li Q S,Li A Q,et al.Structural vibration control by shape memory alloy damper [J].Earthquake Engineering and Structural Dynamics,2003,32:483-494.
  • 5Attanasio M,Faraveli L,Mationi A.Exploiting SMA bars in energy dissipation [A].In:Proceedings of the 2nd International Workshop on Structure Control [C].Hong Kong,1996.40-50.
  • 6Adachi Y,Unjoy S.Experimental study on seismic response control of bridge by damper devices using shape memory alloys [A].In:Proceedings of the Second World Conference on Structural Control [C].Japan,1998.1861-1870.
  • 7Higashino M,Aizawa A,Clark P W,et al.Experimental and analytical studies of structural control system using shape memory alloy [A].In:Proceedings of the 2nd International Workshop on Structural Control [C].Hong Kong,1996.221-229.
  • 8Robert C K,Jack H,Steve S.Structural damping with shape memory alloy:one class device[A].Proceeding of the International Society for Optical Engineering:Smart Structures and Matrials [C].San Diego,California,1995,2445:225-240.
  • 9王社良,苏三庆,沈亚鹏.形状记忆合金拉索被动控制结构地震响应分析[J].土木工程学报,2000,33(1):56-62. 被引量:45

二级参考文献5

共引文献44

同被引文献47

引证文献8

二级引证文献28

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