旋转粘弹性夹层梁非线性自由振动特性研究

对旋转粘弹性夹层梁的非线性自由振动特性进行了分析.基于Kelvin-Voigt粘弹性本构关系和大挠度理论,建立了旋转粘弹性夹层梁的非线性自由振动方程,并使用Galerkin法将偏微分形式振动方程化为常微分振动方程.采用多重尺度法对非线性常微分振动方程进行求解,通过小参数同次幂系数相等获得微分方程组,并通过求解方程组及消除久期项来获得旋转粘弹性夹层梁非线性自由振动的一次近似解.用数值方法讨论了粘弹性夹层厚度、转速和轮毂半径对梁固有频率的影响.结果表明:固有频率随转速增大而增大,随夹层厚度增大而减小,随轮毂半径的增大而增大.     

多频激励磁悬浮能量采集

研究多频激励下磁力悬浮非线性磁电能量器采集系统的动力学特性.结合谐波平衡法、牛顿迭代法和弧长延伸法近似分析非线性电力耦合的常微分方程组,研究多简谐频激励下系统的非线性稳态幅频响应特征.通过改变激励的频率,研究磁力悬浮非线性振动能量采集器的幅频特性.研究结果表明,多频激励的稳态幅频响应随非线性系数的增大而位移幅频响应的共振峰变小但带宽变宽.另外,还通过对比电学参数对共振响应幅度以及区域的影响,确定了电阻、电感和耦合系数对增强两个共振强度、扩大两个共振区域,也就是提高能量采集的强度和带宽的影响.数值模拟验证了近似解析分析结果.     

弹支-刚性转子系统过共振瞬态响应特性研究

针对结合弹支-刚性转子系统的动力学特点,利用Lagrange能量法建立了考虑变速特性的转子系统瞬态响应动力学方程,模型中区别考虑了非旋转阻尼和旋转阻尼的影响.采用精细积分算法计算获得过临界区的转子瞬态响应特性,进一步对比分析了角加速度和阻尼特性对转子系统瞬态振动响应幅频特性和相频特性的影响规律.研究结果表明：变转速引起系统的刚度矩阵变化并产生附件的激励力;瞬态过共振响应幅值明显小于稳态响应幅值,且过共振越快速、阻尼越大时系统瞬态振动响应幅值越小.针对过瞬态相频特性,在临界转速附近出现一个新的相位角(加速过共振小于90°),此相位不受角加速度值和旋转阻尼比的影响,但随着非旋转阻尼比的增大呈增大趋势.     

索梁结构中抗弯刚度斜拉索的非线性响应

研究索梁结构中考虑抗弯刚度斜拉索的非线性响应.从斜拉桥中简化出索梁组合结构力学模型,考虑抗弯刚度、几何非线性及垂度等因素,忽略索梁纵向振动,基于Hamilton变分原理,获得了索梁结构耦合非线性振动偏微分方程组.首先运用Galerkin方法离散该方程组,然后利用多尺度法对该方程组进行摄动分析.以某索梁结构为例,分析了索主要参数对抗弯刚度斜拉索面内基频的影响,探讨了抗弯刚度对斜拉索幅频响应、激频响应的影响,数值模拟获得了索梁结构的时程曲线.结果表明,考虑抗弯刚度后,索长对斜拉索面内基频的影响较大,对于短索,应考虑抗弯刚度;含抗弯刚度斜拉索的幅频响应曲线整体向右平移,激频响应曲线向左移,移动的幅度取决于抗弯刚度的大小;梁振动将对索振动产生显著影响,索振动对梁的振动影响很小.     

金字塔型点阵夹芯梁振动特性分析

研究了金字塔芯层点阵夹芯梁的自由振动和非线性受迫振动特性.基于折线理论推导出两端简支金字塔型点阵夹芯梁的非线性动力学方程.计算点阵夹芯梁固有频率并进行了验证.分析了杆件半径、杆件倾斜角度和芯层高度对点阵夹芯梁固有频率的影响.研究了点阵夹芯梁在不同激励幅值和不同结构参数下的非线性幅频响应特性.结果表明,随着各结构参数的增大,夹芯梁的固有频率均呈先增大后减小的变化规律,并且芯层结构参数对点阵夹芯梁的非线性响应存在复杂影响.     

纵横向耦合轴向运动梁的自由振动响应研究

研究轴向运动梁在纵向与横向振动耦合下的自由振动响应,尤其是在横向第1,2固有频率之比ω1/ω2接近1:3内共振条件下的系统响应.利用哈密顿原理建立非惯性参考系下轴向运动梁的振动微分方程,采用分离变量法分离时间变量和空间变量并利用Galerkin方法离散,得到了运动梁含有2次和3次非线性项的运动微分方程.利用增量谐波平衡法(IHB法)分析纵向与横向振动耦合时非线性振动复杂的频幅响应曲线,探讨了相互耦合下系统在横向前2阶固有频率附近没有横向外激励作用下的自由振动响应,揭示了很多复杂而有趣的非线性现象.     

航空发动机高压转子-滚动轴承系统非线性动力响应分析

基于有限元方法建立了航空发动机高压转子 滚动轴承系统的高维动力学模型,该模型考虑滚动轴承的非线性支撑力,转子的剪切变形、陀螺力矩和转动惯量.利用自适应步长Newmark-β方法计算了转子随转速变化的不平衡响应,得到了不同转速区间转子的振动特征.针对低转速区出现的VC(Varying Compliance)振动现象,计算分析了不同转速下转子不平衡量、轴承游隙对VC振动幅值的影响.结果表明：随着转速的升高,VC振动幅值先减小再增大,之后再减小直至基本消失;增大轴承游隙会使转子VC振动幅值增大,而转子VC振动幅值对不平衡量的变化并不敏感.     

用微分求积法分析轴向加速粘弹性梁的非线性动力学行为

用微分求积数值方法求解了轴向加速粘弹性梁的横向振动控制方程,其方程是一复杂的非线性偏微分方程.并在数值结果的基础上利用分叉图分析了轴向定常加速度以及轴向加速度变化幅值对轴向加速粘弹性梁的非线性动力学行为的影响.     

铰支柔性梁主参数共振的时滞反馈控制

研究了时滞反馈控制作用下铰支柔性梁主参数共振问题.采用多尺度法,从理论上推导了时滞位移反馈控制作用下铰支柔性梁非线性主参数共振,分析了时滞、反馈控制增益,非线性系数等系统参数对系统非线性主参数振动的影响,分析了主参数动力响应随参数变化的规律.结果表明:随着反馈增益的增大,系统响应幅值得到明显抑制,合理地控制系统参数选取可提高振动控制的效率.     

粘弹性地基上损伤弹性Timoshenko梁动力学行为

建立了粘弹性地基上损伤弹性Timoshenko梁在有限变形情况下的运动微分方程,这是一组非线性偏微分方程.为了便于分析,首先利用Galerkin方法对该方程组进行简化,得到一组非线性常微分方程.然后利用Matlab软件进行数值模拟,考察了载荷参数、地基粘性参数和弹性参数、损伤对梁振动的影响.采用非线性动力学中的各种数值方法,如时程曲线、相平面图、Poincare截面和分叉图,发现增大地基的粘弹性参数,有利于增强结构运动的稳定性,而损伤会降低结构运动的稳定性.     

Nonlinear bending vibration of a rotating nanobeam based on nonlocal Eringen’s theory using differential quadrature method

This study investigates the small scale effect on the nonlinear bending vibration of a rotating cantilever and propped cantilever nanobeam. The nanobeam is modeled as an Euler–Bernoulli beam theory with von Kármán geometric nonlinearity. The axial forces are also included in the model as the true spatial variation due to the rotation. Hamilton’s principle is used to derive the governing equation and boundary conditions for the Euler–Bernoulli beam based on Eringen’s nonlocal elasticity theory. The differential quadrature method as an efficient and accurate numerical tool in conjunction with a direct iterative method is adopted to obtain the nonlinear vibration frequencies of nanobeam. The effect of nonlocal small–scale, angular speed, hub radius and nonlinear amplitude of rotary nanobeam is discussed.     

Nonlinear combination parametric resonance of axially accelerating viscoelastic strings constituted by the standard linear solid model

Nonlinear combination parametric resonance is investigated for an axially accelerating viscoelastic string.The governing equation of in-planar motion of the string is established by introducing a coordinate transform in the Eulerian equation of a string with moving boundaries.The string under investigation is constituted by the standard linear solid model in which the material,not partial,time derivative was used.The governing equation leads to the Mote model for transverse vibration by omitting the longitu...     

Static and dynamic analysis of straight bars with variable cross-section

In this paper the equations of static equilibrium, the governing differential equation of shear and flexural vibrations of straight bars with variable cross-section are written in the form of unified self-conjugate differential equations of the second-order. These can be reduced to Bessel's equations. Based on an experimental study, the Guangzhou Hotel Building (27 stories) is treated as a cantilever beam of non-uniform section in free vibration analysis. The computed value of the natural frequency obtained by use of the proposed method of this paper approaches the measured value.     

Dynamic response of frameworks by numerical laplace transform

A general method for determining the dynamic response of complex three-dimensional frameworks to dynamic shocks, wind forces or earthquake excitations is presented. The method consists of formulating and solving the dynamic problem in the Laplace transform domain by the finite element method and of obtaining the response by a numerical inversion of the transformed solution. The formulation is based on the exact solution of the transformed governing equation of motion of a beam element, and it consequently leads to the exact solution of the problem. Flexural, axial and torsional motion of the framework members are considered. The effects of damping (external viscous or internal viscoelastic), axial forces on bending, rotatory inertia and shear deformation on the dynamic response are also taken into account. Numerical examples to illustrate the method and demonstrate its merits are presented.     

Dynamic response of frameworks by fast fourier transform

A general numerical method for determining the dynamic response of linear elastic plane frameworks to dynamic shocks, wind forces or earthquake excitations is presented. The method consists of formulating and solving the dynamic problem in the frequency domain by the finite element method and of obtaining the response by a numerical inversion of the transformed solution with the aid of the fast Fourier transform algorithm. The formulation is based on the exact solution of the transformed governing equation of motion of a beam element and it consequently leads to the exact solution of the problem. Flexural, and axial motion of the framework members are considered. The effects of damping (external viscous or internal viscoelastic), axial forces on bending, rotatory inertia and shear deformation on the dynamic response are also taken into account. Numerical examples to illustrate the method and demonstrate its advantages over other methods are presented.     

变截面铁木辛柯梁振动特性快速计算方法

提出了一种快速计算变截面铁木辛柯梁横向振动特性的方法.基于铁木辛柯梁理论建立的变截面梁的横向振动方程,其梁的截面参数如有效剪切面积、密度、弯曲刚度、转动惯量等沿梁轴线连续或非连续变化；首先将变截面梁等效为多段均匀阶梯梁；然后基于相邻两段连接处的位移(位移、转角)和力(弯矩、剪力)连续条件,建立相邻两段模态函数间相互关系,并递推出首段段与末段模态函数相互关系,利用边界条件得到相应特征方程,使用Newton-Raphson方法计算其固有频率；最后针对梁常见边界条件,得到计算变截面铁木辛柯梁横向振动固有频率特征     

Multi-objective optimal design of hybrid viscoelastic/composite sandwich beams by using the generalized differential quadrature method and the non-dominated sorting genetic algorithm II

In this study, the multi-objective optimal design of hybrid viscoelastic/composite sandwich beams for minimum weight and minimum vibration response is aimed. The equation of motion for linear vibrations of a multi-layer beam is derived by using the principle of virtual work in the most general form. These governing equations together with the boundary conditions are discretized by the generalized differential quadrature method (GDQM) in the frequency domain for the first time. Also, the time and temperature dependent properties of the viscoelastic materials are taken into consideration by a novel ten-parameter fractional derivative model that can realistically capture the response of these materials. The material variability is accounted for by letting an optimization algorithm choose a material freely out of four fiber-reinforced composite materials and five viscoelastic damping polymers for each layer. The design parameters, i.e., the orientation angles of the composites, layer thicknesses and the layer materials that give the set of optimal solutions, namely the Pareto frontier, is obtained for the three and nine-layered clamped-free sandwich beams by using a variant of the non-dominated sorting genetic algorithms (NSGA II).     

用微分求积法分析轴向移动粘弹性梁的非平面非线性振动

用微分求积法分析了轴向移动粘弹性梁非平面非线性振动的动力学行为.轴向移动粘弹性梁非平面非线性振动的数学模型是一非常复杂的非线性偏微分方程组.首先用微分求积法对其控制方程组进行空间离散,得到非线性常微分方程组,然后求解常微分方程组得到数值结果.在数值结果的基础上结合非线性动力学理论,利用分叉图、时间历程图、相图对其非线性动力学特性进行了分析.     

Finite element analysis of a compressible dynamic viscoelastic sphere using FFT

An extension to a compressible dynamic viscoelastic hollow sphere problem with both finite and infinite outer radius is performed. The governing viscoelastic equations of motion are transformed into the Laplace domain via the elastic–viscoelastic correspondence principle. Real and imaginary parts of the nodal displacements are obtained by solving a non-symmetric matrix equation in the complex Laplace domain. Inversion into the time domain is performed using the discrete inverse Fourier transform. Use is made of an infinite element in the infinite sphere problem. Numerical solutions are compared to both the exact Laplace and time domain solutions wherever possible.