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基于集中柔度模型电流变体-砂浆悬臂梁固有频率的理论分析

Theoretical Investigation on Natural Frequency of Electrorheological Material Based Adaptive Mortar Beam Structures Using Concentrated Compliance Method

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【作者】 逯静洲孙从亚李庆斌刘凤丽王凤达

【Author】 LU Jingzhou1,SUN Congya1,LI Qingbin2,LIU Fengli3,WANG Fengda1(1.School of Civil Engineering,Yantai University,Yantai 264005,China;2.Department of Hydraulic and Hydropower Engineering,Tsinghua University,Beijing 100084,China;3.Beijing Jiayi Project Consoult Corporation Weihai Branch,Weihai 264200,China)

【机构】 烟台大学土木工程学院清华大学水利水电工程系北京佳益工程咨询有限公司威海分公司

【摘要】 直接将电流变体密封后埋置在砂浆梁中制成智能复合悬臂结构,采用瞬态激振的方法测定其在不同电场强度下固有频率,对频率随电场强度的变化规律进行了实验研究.结果表明电场强度对第一、二阶频率影响比较大,对第三阶频率影响很小,而且电流变片埋置位置对复合梁的整体振动特性的影响比较大.在此基础上,利用一种基于集中柔度模型的分析裂纹梁动态响应的新方法对这种复合结构进行了数值分析.通过定义等效裂纹深度,建立了电流变体-砂浆复合悬臂梁的振动模型,得到计算复合悬臂梁频率的特征方程,并根据实验数据确定模型的参数,最后用于模拟含电流变体的砂浆悬臂梁随电场强度变化时固有频率的演化规律.研究结果显示,该模型的解析解与实验值吻合得较好,对前三阶频率模拟的效果较为理想,说明该模型可用于含电流变体砂浆复合悬臂梁的振动分析,为电流变体在实际工程结构振动控制领域的应用奠定了理论基础和实验依据.

【Abstract】 The natural frequency response of electrorheological(ER) fluid-filled composite mortar beams with cantilevered boundary condition was investigated through hammering test.The experimental results show that there are changes in natural frequencies when the composite beam was subjected to an electric field.The increment in the first and second order frequencies of ER based adaptive beam increases monotonically with the applied electric field strength.However,the influence of electric field upon the third order frequency is not significant in magnitude.Then an analytical investigation was performed to model the dynamic behavior of the ER material based adaptive beams using concentrated compliance method.A theoretical model for adaptive beam structures with cantilevered boundary condition was developed to calculate the eigenfrequencies by defining an equivalent depth of a crack on the beam.Combined with the Euler-Bernoulli theories of beam,the present model was applied to derive the characteristic equation of the cantilever beam.Based on this characteristic equation,the relation between the natural frequencies of the beam and the applied electric field strength was predicted by minimizing the difference between the analytical and experimental frequencies only with the first three natural frequencies of the test.Qualitative agreement between the experimental data and the predicted values indicates that the proposed model accurately predicts the effect of the applied electric field strength on the dynamic characteristics of the ER based beam.This research sets up the experimental and theoretical basis for the application of ER fluid to the field of vibration control in engineering practice.

【基金】 山东省自然科学基金(Q2007F04);山东省优秀中青年科学家科研奖励基金(2005BS04010)
  • 【文献出处】 应用基础与工程科学学报 ,Journal of Basic Science and Engineering , 编辑部邮箱 ,2009年04期
  • 【分类号】TU311.3
  • 【被引频次】1
  • 【下载频次】74
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