

浏览全部资源
扫码关注微信
Published:2019
移动端阅览
[1]江守燕,康亢,杜成斌,李润璞.一种新型的MR隔震减振支座及其剪切性能试验研究[J].防灾减灾工程学报,2019,39(03):430-436+444.
江守燕, 康亢, 杜成斌, et al. A Novel MR Isolation and Damping Support and Its Shear Performance Test Study[J]. 2019, 39(3): 430-436+444.
[1]江守燕,康亢,杜成斌,李润璞.一种新型的MR隔震减振支座及其剪切性能试验研究[J].防灾减灾工程学报,2019,39(03):430-436+444. DOI: 10.13409/j.cnki.jdpme.2019.03.008.
江守燕, 康亢, 杜成斌, et al. A Novel MR Isolation and Damping Support and Its Shear Performance Test Study[J]. 2019, 39(3): 430-436+444. DOI: 10.13409/j.cnki.jdpme.2019.03.008.
基于磁流变(MR)智能材料的减振器技术的研究可以为实现工程结构隔震减振自适应控制开辟一条新的途径。设计加工了一种新型的分体式MR隔震减振支座
并对该隔震减振支座的剪切性能进行了试验研究。新型MR隔震减振支座包含MR塑性体工作单元和MR弹性体工作单元
其中MR塑性体提供小位移工况时的刚度和阻尼
MR弹性体提供大位移工况时的刚度和阻尼。结果表明:新型MR隔震减振支座的剪切刚度随着工作电流强度的增大而增大
相较无电流工况
电流强度为2A时等效剪切刚度相对变化率可达到50%以上;无电流输入时支座中基体及普通填充橡胶仍可提供一定阻尼力
能够有效吸收振动能量
达到中高阻尼橡胶支座的性能;竖向压应力提高了新型MR隔震减振支座的剪切刚度;小位移时加载频率的降低对新型MR隔震减振支座的剪切刚度有增益效果。该新型MR隔震减振支座可以适用于震动荷载工况复杂多变
需要严格控制大位移变形的隔震结构物。
Vibration damper technology based on Magnetorheological(MR)smart materials can open up a new way to realize adaptive control of vibration isolation for engineering structures.In this paper
a novel split-type MR isolation and damping support is designed and manufactured
and the shear performance of the isolator is experimentally studied.The novel MR isolation and damping support includes the MR plastic body working unit and the MR elastomer working unit
in which the MR plastic body provides the stiffness and damping under the small displacement condition and the MR elastomer provides the stiffness and damping under the large displacement condition.The results show that the shear stiffness of the novel MR isolation and damping support increases with the increase of working current intensity
and the relative change rate of the equivalent shear stiffness can exceed 50% when the current intensity is 2 Acompared with no working current condition.Without the current intensity
the base matrix and the ordinary filled rubber can still provide a certain damping force
and the vibration energy can be effectively absorbed.The performance of the MR support is equivalent to that of medium and high damping rubber supports.The vertical compressive stress improves the shear stiffness of the MR supports.The decrease of the loading frequency at the small displacement has the gain effect on the shear stiffness of the novel MR support.The proposed novel MR isolation and damping support can be applied to the complicated and varied vibration loading conditions
and the isolated structures with strict large displacement controls.
基于磁流变弹性体的推进轴系半主动式吸振器研究 [J]. 卢坤,刘翎,杨志荣,龚兴龙,饶柱石,解忠良. 振动与冲击 . 2017(15)
复合式磁流变阻尼器的多目标优化设计 [J]. 张香成,吴浩,赵依潇,徐赵东,赵军. 防灾减灾工程学报 . 2017(03)
基于磁流变弹性体的缓冲装置设计及其冲击响应特性研究 [J]. 朱秘,余淼,浮洁,綦松,杨平安. 振动与冲击 . 2017(04)
天兴洲长江大桥风致抖振反应的控制 [J]. 姜天华,霍凯成,瞿伟廉. 武汉理工大学学报 . 2007(01)
磁流变阻尼器结构控制策略研究进展 [J]. 李秀领,李宏男. 防灾减灾工程学报 . 2004(03)
多用途主动可控的大出力隔震减振装置 [P]. 李润璞,杜成斌,于国军,沈方伟,戴上秋. 中国专利:CN103290943A,
Performance of Variable Negative Stiffness MRE Vibration Isolation System [J] . Run-pu Li,Cheng-bin Du,Fei Guo,Guo-jun Yu,Xiao-guo Lin,Kaveh Edalati. Advances in Materials Science and Engineering . 2015
0
Views
117
下载量
1
CSCD
Publicity Resources
Related Articles
Related Author
Related Institution
苏公网安备32010202012147号