时滞效应对弹性地基上梁主共振响应影响分析

本文研究了弹性地基上梁主共振响应的时滞效应．基于Hamilton原理,建立了时滞影响下弹性地基上梁的非线性运动微分方程,采用多尺度法,求得了时滞效应下主共振响应调制方程以及稳定性条件．通过数值算例,分析了时滞和调谐参数影响下主共振响应的峰值及幅频响应特性．结果表明,地基反力中的时滞效应对主共振响应影响较大,会导致共振域偏移,在一定区间内,响应幅值随时滞变化先减小再增大,呈现出周期性,并导致幅频曲线弯曲程度增大．     

横向荷载作用下弹性地基上梁的主共振分析

基于Winkler地基模型及Euler-Bernoulli梁理论,建立了弹性地基上有限长梁的非线性运动方程.运用Galerkin方法对运动方程进行一阶模态截断,并利用多尺度法求得该系统主共振的一阶近似解.分析了长细比、地基刚度、外激励幅值和阻尼系数等参数对系统主共振幅频响应的影响,然后通过与非共振硬激励情况对比分析主共振对其动力响应的影响.结果表明:主共振幅频响应存在跳跃和滞后现象;阻尼对主共振响应有抑制作用;主共振显著增大系统稳态动力响应位移.     

交变磁场和力场联合激励铁磁圆板的主共振

研究铁磁圆板在交变磁场及横向简谐激励作用下的非线性主共振问题。针对磁场环境中铁磁圆板,在给出了圆薄板的形变势能、应变势能、动能的基础上,应用哈密顿变分原理,推得了磁场中铁磁圆板的磁弹性耦合非线性振动方程。基于软铁磁薄板的磁弹性耦合广义变分原理,推得了交变磁场环境中铁磁圆板所受的电磁力表达式。基于得到的圆板振动微分方程,应用伽辽金法进行了离散,推导出了相应的非线性强迫振动方程。利用多尺度法求解主共振问题,得到了幅频响应方程,并依据李雅普诺夫理论分析了解的稳定性。通过算例,给出了圆板的幅频特性曲线图以及振幅随磁场强度、激励力变化的特性曲线图。结果表明,振幅在共振区域显著增大,且随着圆板厚度的减小、磁场强度以及激励力幅值的增大,共振区域扩大。     

轴向运动正交各向异性板的超谐波共振及稳定性

研究了轴向运动正交各向异性条形薄板在线载荷作用下的超谐波共振问题。通过哈密顿原理导出了几何非线性下正交各向异性条形板的非线性振动方程。运用伽辽金积分法,推得了关于时间变量的量纲归一化非线性振动微分方程组。应用多尺度法求解三阶超谐波共振问题,得到了稳态运动下一阶、二阶、三阶共振形式的共振幅值响应方程。利用Liapunov方法推得不同共振形式稳态解的稳定性判据,并据此分析不同参数对系统稳定性的影响。绘制了振幅特性变化曲线图和与之对应的激发共振多解临界点曲线图,分析系统参数对共振的影响,并预测系统进入非线性共振区域的临界条件。得出激励在特定位置区间时可激发系统的超谐波共振,随着激励幅值的增加,上稳定解支减小,下稳定解支增加,且一阶模态振幅大于二阶、三阶振幅。     

横向磁场中轴向运动铁磁梁的磁弹性主共振

研究在外激励力与磁场作用下轴向运动铁磁梁的磁弹性非线性主共振问题．基于弹性理论和电磁理论，给出梁的动能和弹性势能表达式，根据哈密顿原理，推导出磁场中轴向运动铁磁梁的磁弹性双向耦合非线性振动方程．通过伽辽金积分法进行离散，得出两端简支边界条件下铁磁梁磁弹性非线性强迫振动方程．应用多尺度法对方程进行求解，得出幅频响应方程．最后通过算例，给出铁磁梁的幅频特性曲线、振幅-磁感应强度和振幅-外激励力曲线并进行分析．结果显示，在幅频响应曲线中铁磁梁的轴向运动速度、外激励力、轴向拉力越大，共振振幅越大；而磁感应强度越大，振幅越小．     

变速轴向运动三参数模型黏弹性梁的稳定性

本文研究了速度变化的轴向运动三参数模型黏弹性梁在主参数共振以及组合参数共振范围内的稳定性.轴向运动梁的黏弹性本构关系采用三参数模型并引入了物质时间导数.运用渐进摄动法,直接求解梁的控制微分方程并导出了当运动参数激励频率接近某一阶固有频率2倍或接近某两阶固有频率之和时主参数共振和组合参数共振的稳定性条件.在解谐参数和激励振幅平面上,可以找出由于共振而产生的失稳区域.数值结果给出了梁的刚度系数、黏弹性系数及轴向平均速度对失稳区域的影响.在发生组合共振和主共振时,随着刚度系数E1的变大,失稳区域变小;刚度系数E2的变大,失稳区域变大.随着黏弹性系数的变大,失稳区域变小.发生组合共振时,随着平均速度的变大,失稳区域变小;发生主共振时,随着平均速度的变大,失稳区域变大.     

周边夹支旋转运动圆板磁弹性谐波共振分析

针对磁场环境下做旋转运动导电圆形薄板的谐波共振问题进行分析。通过位移函数的设定及伽辽金法的运用,得到了周边夹支约束下旋转运动导电圆板的磁弹性轴对称非线性振动微分方程。采用多尺度法对旋转圆板的磁弹性超谐波共振和亚谐波共振进行求解,得到了两种共振情况下的幅频响应方程。通过数值算例,得到了共振幅值随不同参数变化的响应曲线图以及时程图、相轨迹图、庞加莱映射图等计算结果并进行了分析。结果表明:系统的旋转速度、磁场强度、激励力等参量对系统的谐波共振的共振幅值、运动形态有显著影响,并能使系统幅值解实现单值到多值的变化,同时体现了复杂的非线性特性。     

气动载荷下旋转运动圆板磁弹性主共振分析

基于Kirchhoff薄板理论与哈密顿原理,建立旋转运动导电圆板的磁-气动弹性非线性动力学方程．根据电磁场基本原理得到旋转运动圆板所受电磁力表达式,同时采用一种简化的气动模型以描述作用于板上的气动载荷．基于贝塞尔函数形式振型函数的选取,应用伽辽金法得到旋转圆板的磁气动弹性轴对称非线性振动微分方程．应用多尺度法推导出主共振下系统的幅频响应方程,并依据Lyapunov方法得到系统稳态运动稳定性判据．通过算例,得到周边夹之约束下圆板主共振的幅频特性曲线图,以及振幅随磁感应强度和激励力幅值的变化曲线图;阐述了不同参数对系统共振幅值的影响规律,并对解的稳定性进行了分析．     

非线性弹性地基上矩形薄板受双频参数激励作用的非线性振动

应用弹性理论和Galerkin方法建立小挠度矩形薄板在非线性弹性地基上受两对均布纵向简谐激励作用的双模态非线性动力学方程。应用多尺度法求得系统满足双频主参数共振条件的一次近似解和对应的定常解,并进行了数值计算。分析了阻尼系数、地基系数、几何参数等对系统双频主参数共振的影响。     

轴向变速黏弹性Poynting-Thompson梁参数共振稳定性

本文研究了轴向变速黏弹性梁的组合参数共振和主参数共振稳定性．梁的材料黏弹性本构关系由Poynting-Thompson模型描述．使用多尺度法渐近展开求解，导出了其可解性条件．根据Routh-Hurwitz准则给出了组合参数共振和主参数共振稳定性条件．考虑Poynting-Thompson模型退化到Kelvin-Voigt模型的情况．通过数值算例对两个模型进行了失稳边界的比较．     

Resonances of an in-extensional asymmetrical spinning shaft with speed fluctuations

In this study, main and parametric resonances of an asymmetrical spinning shaft with in-extensional nonlinearity and large amplitude are simultaneously investigated. The main resonance is due to inhomogeneous part of the equations of motion, which is due to dynamic imbalances of shaft whereas the parametric resonances are due to parametric excitations due to speed fluctuations and a shaft asymmetry. The shaft is simply supported with unequal mass moments of inertia and flexural rigidities in the direction of principal axes. The equations of motion are derived by the extended Hamilton principle. The stability and bifurcations are obtained by multiple scales method, which is applied to both partial and ordinary differential equations of motion. The influences of asymmetry of shaft, speed fluctuations, inequality between two eccentricities corresponding to the principal axes and external damping on the stability and bifurcation are studied. To investigate the effect of speed fluctuations on the bifurcations and stability the loci of bifurcation points are plotted as function of damping coefficient. The numerical solutions are used to verify the results of multiple scales method. The results of multiple scales method show a good agreement with those of numerical solutions.     

Poynting oscillations of a rigid disk supported by a neo-Hookean shaft

Simultaneous axial and torsional oscillations of a rigid disk attached to an elastomeric shaft are investigated. Five cases are solved exactly. The uncoupled, small amplitude axial and torsional oscillations of the disk are investigated for neo-Hookean and Mooney-Rivlin shafts with static stretch. The finite torsional vibration of the load superimposed on a static stretch of the shaft is studied for the Mooney-Rivlin model. Solutions for both small and finite amplitude, uniaxial vibrations of the body superimposed on a pretwisted neo-Hookean shaft with static stretch are derived. Simple bounds on the period for the finite motion are provided; and various universal frequency relations for neo-Hookean and Mooney-Rivlin materials are identified.Finally, the main problem of finite, uniaxial vibrations accompanied by a small twisting motion is studied for the neo-Hookean model. The exact periodic solution for the axial response is obtained; and the coupled, small torsional motion is then determined by Hill's equation. A stability criterion for the Mathieu-Hill equation is used to obtain stability maps in a physical parameter space. Geometrical conditions sufficient for universal stability of the motion are read from this graph. Instability of the torsional oscillation, the beating phenomenon and exchange of energies, and the relation of the stability diagram to amplitude bounds on the uncoupled, linearized motion sufficient to assure universal stability predicted for small amplitude vibrations, are discussed and described graphically with the aid of a numerical model. It is shown that an unstable configuration may be stabilized by increasing the diameter of the disk.     

Principal parametric resonances of a slender cantilever beam subject to axial narrow-band random excitation of its base

The non-linear integro-differential equations of motion for a slender cantilever beam subject to axial narrow-band random excitation are investigated. The method of multiple scales is used to determine a uniform first-order expansion of the solution of equations. According to solvability conditions, the non-linear modulation equations for the principal parametric resonance are obtained. Firstly, The largest Lyapunov exponent which determines the almost sure stability of the trivial solution is quantificationally resolved, in which, the modified Bessel function of the first kind is introduced. Results show that the increase of the bandwidth facilitates the almost sure stability of the trivial response and stabilizes the system for a lower acceleration oscillating amplitude but intensifies the instability of the trivial response for a higher one. Secondly, the first and second order non-trivial steady state response of the system is obtained by perturbation method and the corresponding amplitude–frequency curves are calculated when the bandwidth is very small. Results show that the effective non-linearity of whether the amplitude expectation of the first order steady state response or the amplitude expectation of the second order steady state response is of the hardening type for the first mode, whereas for the second mode the effective non-linearity of whether the amplitude expectation of the first order steady state response or the amplitude expectation of the second order steady state response is of the softening type. Finally, the stochastic jump and bifurcation is investigated for the first and second modal parametric principal resonance. The basic jump phenomena indicate that, under the conditions of system parameters with a smaller bandwidth, the most probable motion is around the non-trivial branch of the amplitude response curve, whereas with a higher bandwidth, the most probable motion is around the trivial one of the amplitude response curve. However, the stochastic jump is sometimes more sensitive to the change of the bandwidth, in other words, a small change of bandwidth may induce a series of stochastic jump and bifurcation.     

Nonlinear response of vibrational conveyers with non-ideal vibration exciter: primary resonance

Vibrational conveyers with a centrifugal vibration exciter transmit their load based on the jumping method. The trough is oscillated by a common unbalanced-mass driver. This vibration causes the load to move forward and upward. The motion is substantially related to the vibrational parameters. The transition of the vibratory system for over resonance excited by rotating unbalances is important in terms of the maximum vibrational amplitude and the power requirement from the drive for the cross-over. The mechanical system depends on the motion of the DC motor. In this study, the working ranges of oscillating shaking conveyers with a non-ideal vibration exciter have been analyzed analytically for primary resonance by the method of multiple scales with reconstitution, and numerically. The analytical results obtained in this study have been compared with the numerical results, and have been found to be well matched.     

Mechanical modelling and stability investigation of a non-material system in rotor dynamics

For the first time the behaviour of a Timoshenko-rotor-model with a non-material constraint is investigated. The constraint is caused by an axially-moving disc guided by the flexible shaft. Both, the development of the equations of motion (including the additionally occuring jump conditions) and the analysis of stability are essentially influenced by the non-classical character of the system. As result some stability diagrams are shown. They are based on statistical methods of theory of stability. The results allow the conclusion that most of the non-material constraints lead to a system behaviour as well-known from parametric excitations.     

Nonlinear dynamics of axially moving beam with coupled longitudinal–transversal vibrations

In this study, the nonlinear vibrations of an axially moving beam are investigated by considering the coupling of the longitudinal and transversal motion. The Galerkin method is used to truncate the governing partial differential equations into a set of coupled nonlinear ordinary differential equations. By detuning the axially velocity, the exact parameters with which the system may turn to internal resonance are detected. The method of multiple scales is applied to the governing equations to study the nonlinear dynamics of the steady-state response caused by the internal–external resonance. The saturation and jump phenomena of such system have been reported by investigating the nonlinear amplitude–response curves with respect to external excitation, internal, and external detuning parameters. The longitudinal external excitation may trigger only longitudinal response when excitation amplitude is weak. However, beyond the critical excitation amplitude, the response energy will be transferred from the longitudinal motion to the transversal motion even the excitation is employed on the longitudinal direction. Such energy transfer due to saturation has the potential to be used in the vibration suppression.     

Stability and bifurcations analysis of rotating shafts with base excitations

Base excitation in a rotating machinery such as turbo generators, aircraft engines, etc could occur when these systems are subjected to the base movements. This paper investigates the nonlinear behavior of a symmetrical rotating shaft under base excitation when the system is in the vicinity of the main resonance. Dynamic imbalances and harmonic base excitations are the sources of excitation in this system. The equations of motion are derived using the extended Hamilton principle and are mapped into the complex plane. The complex partial differential equation of motion is transformed to the ordinary one utilizing mode shape of the linear system. The method of multiple scales is used to solve the equation of motion. The steady state solutions and their stability are determined, and the effects of damping coefficient, base excitations, and eccentricities of shaft on the stability and bifurcations of the system are investigated. The numerical integration is performed to validate the perturbation results. It is shown that the achieved results from two over-mentioned methods are in accordance with each other.     

Nonlinear dynamic analysis of a Cartesian manipulator carrying an end effector placed at an intermediate position

Nonlinear dynamic analysis of a Cartesian manipulator carrying an end effector which is placed at different intermediate positions on the span is theoretically investigated with a single mode approach. The governing equation of motion of this system is formulated by using the D??Alembert principle in addition to profuse application of Dirac delta function to indicate the location of the intermediate end effector. Then the governing equation is further reduced to a second-order temporal differential equation of motion by using Galerkin??s method. The method of multiple scales as one of the perturbation techniques is being used to determine the approximate solutions and the stability and bifurcations of the obtained approximate solutions are studied. Numerical results are demonstrated to study the effect of intermediate positions of the end effector placed at various locations on the link with other relevant system parameters for both the primary and secondary resonance conditions. It is worthy of note that the catastrophic failure of the system may take place due to the presence of jump phenomenon. The results are found to be in good agreement with the results determined by the method of multiple scales after solving the temporal equation of motion numerically. In order to determine physically realized solution by the system, basins of attraction are also plotted. The obtained results are very useful in the application of robotic manipulators where the end effector is placed at any arbitrary position on the robot arm.     

Active stabilisation of a piezoelectric fiber composite shaft subject to follower load

The paper is concerned with active stabilisation of self-excited vibration of slender rotating columns subject to tangential follower forces. Such systems exhibit flutter-type instability as a result of energy transfer from rotation and to transverse motion of the shaft. There are two reasons for the instability to occur in rotating slender shafts––rotation in the presence of internal friction in the shaft material, and the follower load. The study reveals an interesting coupled effect of these parameters on the system stability as they create a concave set in which the system remains stable, and this means that one parameter neutralises influence of the other. The paper also takes up the problem of near-critical behaviour of the system. Non-linear bifurcation analysis is carried out to predict type of the self-excitation (either soft or hard), near-critical vibration amplitude and jump phenomena. In the second part of the paper a method of active stabilisation based on making use of piezoelectric fibre composites (PFC) is presented. The composites containing active fibres made of piezoceramics constitute the state-of-the-art structural materials capable of adjusting their mechanical state according to dynamic loading conditions. Some fundamentals concerning the operation of PFCs as rotating columns are given in the paper.