磁流变弹性体剪切性能的动态实验研究

简述了一种磁流变弹性体(MRE)剪切性能的动态测试装置,其主要结构是由一块磁流变弹性体和一个质量块组成的单自由度振动系统。在磁场作用下,磁流变弹性体的力学性能发生相应的改变。通过该装置测出有场下的MRE受剪切激励后的自由衰减特性,并建立理论模型,从而间接得到剪切模量G(BMRE)和材料损耗因子βm(BMRE)。这样的处理方法使得实验条件得到简化且不依赖于初始激励状态。所得到的剪切模量的变化性能与文献中报道的一致(在没有达到磁饱和的条件下,剪切模量随外加磁场的变化而改变),但剪切模量的改变量是零场下剪切模量的60%,磁控性能也有所提高,并得到了材料损耗因子。     

磁场对铁磁结构动态特性的影响

研究了两种铁磁材料结构(板梁和圆柱壳)在不同的磁场下固有频率的变化。频谱分析仪产生的扫频正弦信号通过压电陶瓷片对试件进行激励;压电薄膜作为感知元件再把感知信号送回频谱分析仪。根据共振原理,从频谱分析仪的频率响应曲线可以得到试件的各阶固有频率。通过改变外加磁场的大小,用同样的方法可以得到不同磁场下的固有频率。实验结果表明,铁磁板梁固有频率的变化很大程度上依赖于所施加磁场的方向:当磁场顺着板梁的长度方向时,板梁的固有频率会随着外加磁场的增大而增大;然而当磁场施加在板梁的厚度方向时,固有频率是先降低然后再升高。对铁磁材料圆柱壳,当磁场顺着圆柱壳的轴线方向增大时固有频率是逐渐增大然后达到一个饱和值。     

磁场下2种羰基铁磁流变液的摩擦磨损特性

本文采用改进后的四球摩擦磨损试验机,考察了羰基铁磁流变液在外加磁场条件下的摩擦磨损行为,并比较了有场和无场条件下磁流变液的摩擦系数变化情况。结果表明：外加磁场能使磁流变液的摩擦系数显著增大,且磁流变液的摩擦系数随磁场强度的增加呈现出增大的趋势;钢球磨斑形貌由圆形或椭圆形变为近似矩形,磨痕变浅;无场条件下,系统的摩擦磨损形式是钢球、磁性颗粒、钢球之间的三体磨损;外加磁场时,磁流变液的摩擦磨损形式发生改变。     

天然橡胶基磁流变弹性体的研制与表征

磁流变弹性体又称磁敏高弹体,是一种由高分子聚合物和磁性颗粒构成的新型智能材料,它的力学、电学、磁学等诸性能可以由外加磁场来控制,因此磁流变弹性体在舰船、振动控制等领域具有广泛的应用前景.但目前国际上研制的磁流变弹性体存在机械性能不够好和磁致效应不够强的问题,这制约了基于磁流变弹性体器件的设计和应用.为了制备出实用型磁流变弹性体,本文对其制备条件进行了研究,包括基体类型、预结构化时磁场强度和温度、增塑剂和磁性颗粒含量对磁流变弹性体磁致效应的影响.结果表明,以天然橡胶为基体的磁流变弹性体,在高于600mT外加磁感应强度下,当磁性颗粒含量为80%(质量比)时,剪切模量的相对增量达133%;而当磁性颗粒含量为90%时,剪切模量的绝对增量达4.5MPa.本文还对磁流变弹性体应用环境进行了实验研究,结果表明磁流变弹性体在小应变下显示出更强的磁致效应,而激励频率不改变材料的磁致模量.     

天然橡胶基磁流变弹性体的研制与表征

磁流变弹性体又称磁敏高弹体，是一种由高分子聚合物和磁性颗粒构成的新型智能材料，它的力学、电学、磁学等诸性能可以由外加磁场来控制，因此磁流变弹性体在舰船、振动控制等领域具有广泛的应用前景。但目前国际上研制的磁流变弹性体存在机械性能不够好和磁致效应不够强的问题，这制约了基于磁流变弹性体器件的设计和应用。为了制备出实用型磁流变弹性体，本文对其制备条件进行了研究，包括基体类型、预结构化时磁场强度和温度、增塑剂和磁性颗粒含量对磁流变弹性体磁致效应的影响。结果表明，以天然橡胶为基体的磁流变弹性体，在高于600mT外加磁感应强度下，当磁性颗粒含量为80％（质量比）时，剪切模量的相对增量达133％；而当磁性颗粒含量为90％时，剪切模量的绝对增量达4．5MPa。本文还对磁流变弹性体应用环境进行了实验研究，结果表明磁流变弹性体在小应变下显示出更强的磁致效应，而激励频率不改变材料的磁致模量。     

约束阻尼层合板的稳态响应

基于Reddy分层理论推导出约束阻尼层合板的稳态振动方程,得到了约束阻尼层合板的振动频率和损耗因子;分别分析了约束阻尼层合板的粘弹性夹层厚度、模量对固有频率和损耗因子的影响;得到了稳态振动时振幅和频率曲线以及横向应力与面内应力。数值计算结果表明所采用的算法是可靠的。     

磁流变弹性体自调谐式吸振器及其优化控制

本文研制了一种基于磁流变弹性体的自调谐式吸振器,它利用磁流变弹性体这种新型智能材料作为吸振器的弹性元件和阻尼元件,通过外加磁场控制磁流变弹性体的剪切模量来改变吸振器的固有频率,实现吸振器的移频.并将遗传算法改进移植到吸振器,对其进行优化控制.实验结果表明,这种遗传算法具有全局搜索和快速收敛的特点,它能使吸振器快速找到吸振器减振效果最佳点,并且经过优化控制的磁流变弹性体自调谐式吸振器在移频范围内具有很好的减振效果,减振效果最高可达25dB.     

磁流变弹性体自调谐式吸振器及其优化控制

本文研制了一种基于磁流变弹性体的自调谐式吸振器，它利用磁流变弹性体这种新型智能材料作为吸振器的弹性元件和阻尼元件，通过外加磁场控制磁流变弹性体的剪切模量来改变吸振器的固有频率，实现吸振器的移频。并将遗传算法改进移植到吸振器，对其进行优化控制。实验结果表明，这种遗传算法具有全局搜索和快速收敛的特点，它能使吸振器快速找到吸振器减振效果最佳点，并且经过优化控制的磁流变弹性体自调谐式吸振器在移频范围内具有很好的减振效果，减振效果最高可达25dB。     

基于一种简化剪切变形理论的层合梁自由振动分析

复合材料层合梁在航天航空、核工程、高速列车、建筑等领域有着重要的应用,其振动特性得到了广泛关注。本文针对复合材料层合梁结构,引入了一种新的简化剪切变形理论;同时考虑层间连续性条件,结合Ritz法求解了其振动频率,并与已有文献结果进行了对比。结果表明:两者吻合较好,误差基本保持在1%左右,验证了理论模型的有效性。基于该理论模型,重点研究了铺层方式、纤维铺设角度等关键参数对层合梁振动特性的影响。研究结果表明:对称铺设层合梁的一阶固有频率均高于非对称铺设层合梁的一阶固有频率,且随着铺设层数的增加,其振动频率会趋于稳定值;对比不同铺设角度的层合梁,纤维铺设角度为90°的层合梁的一阶固有频率最低。     

一维六方准晶层合简支梁自由振动与屈曲的精确解

伪Stroh型公式能够将多场耦合材料的控制方程转化为线性特征系统来求解，从而获得多层结构简支边界条件的精确解.本文利用伪Stroh型公式，研究一维六方准晶层合简支梁的自由振动和屈曲问题，通过传递矩阵法，获得准晶层合梁自由振动固有频率与临界屈曲载荷的精确解.通过与已有梁的剪切变形理论结果比较，验证了本文伪Stroh型公式的正确性和有效性.通过数值算例，分析由两种不同准晶材料组成的三明治层合梁的叠层方式、高跨比、层厚比及层数对梁的固有频率、临界屈曲载荷及其模态的影响规律.结果表明，叠层顺序和梁的高跨比、层厚比对准晶层合梁的自由振动固有频率和临界屈曲载荷有很大影响，可通过调整梁的几何尺寸和叠层顺序得到准晶层合梁的最佳固有频率和临界屈曲载荷.本文给出的精确解可为工程上研究准晶梁的各种数值解法和实验方法提供理论参考.     

High-order layerwise mechanics and finite element for the damped dynamic characteristics of sandwich composite beams

A high-order discrete-layer theory and a finite element are presented for predicting the damping of laminated composite sandwich beams. The new layerwise laminate theory involves quadratic and cubic terms for approximation of the in-plane displacement in each discrete layer, while interlaminar shear stress continuity is imposed through the thickness. Integrated damping mechanics are formulated and both laminate and structural stiffness, mass and damping matrices are formed. A finite element method and a beam element are further developed for predicting the free vibration response, including modal frequencies, modal loss factors and through-thickness mode shapes. Numerical results and evaluations of the present model are shown. Modal frequencies and damping of sandwich composite beams are measured and correlated with predicted values. Finally, parametric studies illustrate the effect of core thickness and face lamination on modal damping and frequency values.     

Multi-frequency excitation of magnetorheological elastomer-based sandwich beam with conductive skins

The present work deals with the dynamic stability of a symmetric sandwich beam with magnetorheological elastomer (MRE) embedded viscoelastic core and conductive skins subjected to time varying axial force and magnetic field. The conductive skins induce magnetic loads and moments under the application of magnetic field during vibration. The MRE part works in shear mode and hence the dynamic properties of the sandwich beam can be controlled by magnetic fields due to the field dependent shear modulus of MRE material. Considering the core to be incompressible in transverse direction, classical sandwich beam theory has been used along with extended Hamilton's principle and Galarkin's method to derive the governing equation of motion. The resulting equation reduces to that of a multi-frequency parametrically excited system. Second order method of multiple scales has been used to study the stability of the system for simply supported and clamped free sandwich beams. Here the experimentally obtained properties of magnetorheological elastomers based on natural rubber have been considered in the numerical simulation. The results suggest that the stability of the MRE embedded sandwich beam can be improved by using magnetic field.     

圆形截面约束阻尼梁整体有限元建模与振动分析

为克服约束阻尼结构在工程应用中存在的由三维有限元建模造成的单元数目巨大的问题,本文提出了圆形实心截面梁附加约束阻尼层横向振动的整体有限元建模方法,并基于此模型,研究了材料的物理属性和几何因子对这类结构的固有频率的影响。通过与三维有限元解法相比较,证明了该方法的可行性与正确性,并给出了该方法的适用范围。     

COMPARISON OF VIBRATION PERFORMANCE OF A SANDWICH CLAMPED-CLAMPED BEAM WITH MAGNETS VERSUS CONVENTIONAL CONSTRAINED DAMPING TREATMENTS

I. INTRODUCTION Ruzzenne[1] and Baz[2] presented a new class of magnetic constraining layer damping (MCLD)treatment in which permanent magnets are respectively ?tted in the base and on the constraining layerroot of a cantilever beam with a small cutout.…     

Effect of Longitudinal Magnetic Field on Vibration Response of Double-Walled Carbon Nanotubes Embedded in Viscoelastic Medium

This paper aims to study the effect of externally applied longitudinal magnetic field on the transverse vibration of viscoelastic double-walled carbon nanotubes(visco-DWCNTs)embedded in a viscoelastic medium. The analyses are carried out based on the nonlocal viscoelastic model and Euler-Bernoulli beam theory. Governing equations are derived for the vibration of the embedded visco-DWCNT subjected to a magnetic field, where the Lorentz magnetic force,the surrounding viscoelastic medium, the intertube van der Waals forces and viscoelasticity of the DWCNT are taken into consideration. In this study, the transfer function method is employed to solve the governing equations, which enables one to obtain the natural frequencies and the corresponding mode shapes in closed form for the DWCNTs with arbitrary boundary conditions.Here the developed mechanics model is first compared with the existing techniques available in the literature in a few particular cases, where excellent agreement is achieved. The validation of the model is followed by a detailed parametric study of the effects of longitudinal magnetic field,nonlocal parameter, boundary conditions, structural damping coefficient and aspect ratio of the DWCNTs on their vibration. The study demonstrates the efficiency of the present technique designed for vibration analysis of a complicated multi-physics system comprising DWCNTs, the viscoelastic medium and a magnetic field in longitudinal direction.     

曲壁蜂窝夹层板的振动特性研究

曲壁蜂窝具有负刚度特性,可以在大变形过程中吸收能量、抗冲击,并且在冲击过后可以自我恢复而不像传统蜂窝被压溃。本文将曲梁构成的负刚度蜂窝作为芯层,建立夹层板的动力学模型;推导出了曲壁负刚度蜂窝胞元的等效弹性参数,将其周期性排列为蜂窝芯,应用Reddy高阶剪切变形理论、Von-Karman大变形关系和Hamilton原理推导了负刚度蜂窝夹层板的非线性动力学方程;应用Navier法计算了四边简支边界条件下的固有频率。并利用有限元软件ABAQUS建立模型,计算固有频率,与理论计算结果进行比较,结果显示二者的计算结果具有较好的一致性,验证了芯层等效弹性参数及模型的有效性。探讨了在蜂窝胞元具有较高吸能情形下,夹层板在不同芯层厚度、不同芯厚比以及不同胞元曲壁厚度时的固有频率的变化特性。     

Dynamic Analysis of the Non-Linear Behavior of a Composite Sandwich Beam with a Magnetorheological Elastomer Core

This work deals with the active control of the vibrations of mechanical structures incorporating magnetorheological elastomer. The damping coefficient and shear modulus of the elastomer increase when exposed to a magnetic field. Compared with the vibration control where the elastomer is permanently exposed to a magnetic field, the control of this process through time reduces vibrations more effectively. The experimental study for the vibrations of a sandwich beam filled with an elastomer is conducted, followed by a numerical study using the Abaqus code.The vibration damping is found to be dependent on the loading rate of micro-size ferromagnetic particles in the elastomer.     

黏弹夹芯板的有限元建模及实验研究

从有限元分析和数值模拟及实验验证的角度研究了黏弹夹芯板的频率依赖振动特性。夹芯板中间层为黏弹性材料，其刚度和阻尼的频率依赖性行为直接影响系统的模态频率和阻尼，并导致振动模式求解的复杂化。采用三阶七参数Biot模型描述黏弹性材料频率相关的黏弹性行为。开发了三层四节点28自由度的夹芯板单元，基于经典板理论和哈密顿原理建立了黏弹夹芯板的有限元动力学方程。通过引入辅助耗散坐标，将Biot模型和黏弹夹芯板的有限元动力学模型结合起来，并将其转化为常规二阶线性系统形式，极大简化了求解非线性振动特性的过程。对一边固定、另三边自由的黏弹夹芯板进行了前三阶固有频率和损耗因子的预测，并与实验结果对比。数值模拟结果和实验结果吻合良好，说明所提有限元方法是正确有效的。     

Non-linear vibration of bimaterial magneto-elastic cantilever beam with thermal loading

Formulas and numerical results are studied for the transient vibration and dynamic instability of a bimaterial magneto-elastic cantilever beam which is subjected to alternating magnetic field and thermal loading. Materials are assumed isotropic, and the physical properties are assumed to have unique values in each layer. The governing equation of motion is derived by the extended Hamilton's principle, in which the damping factor, the electromagnetic force, the electromagnetic torque, and the thermal load are considered. The solution of thermal effect is obtained by superposing certain fundamental linear elastic stress states which are compatible with the Euler–Bernoulli beam theory. The axial stresses results are found to be in good agreement with some known numerical solutions. Using Galerkin's method, the equation of motion is reduced to a time-dependent Mathieu equation. The numerical results of the regions of dynamic instability are determined by the incremental harmonic balance (IHB) method, and the transient vibratory behaviors are presented by the fourth-order Runge–Kutta method. The results show that the responses of the transient vibration and dynamic instability of the system are influenced by the magnetic field, the thickness ratio, the excitation frequency, but not by the temperature increase in this study.     

FREE VIBRATION ANALYSIS OF LATTICE SANDWICH BEAMS UNDER SEVERAL TYPICAL BOUNDARY CONDITIONS

Free vibration problems of lattice sandwich beams under several typical boundary conditions are investigated in the present paper. The lattice sandwich beam is transformed to an equivalent homogeneous three-layered sandwich beam. Unlike the traditional analytical model in which the rotation angles of the face sheets and the core are assumed the same, different rotation angles are considered in this paper to characterize the real response of sandwich beams. The analytical solutions of the natural frequencies for several typical boundary conditions are obtained. The effects of material properties and geometric parameters on the natural frequencies are also investigated.