非线性周期参激系统的1：3共振分叉

本文从群的观点出发，建立了Ｚ３－等变的奇点理论。利用这个结果，我们讨论了非线性参数激励系统－－Ｍａｔｈｉｅｕ方程的１：３共振分叉。给出了非退化民政部下的全体分 图。数值模拟验证了我们的理论结果。     

温度场中非线性弹性地基上矩形薄板的主共振-主参数共振

为了研究温度场中非线性地基上矩形薄板受简谐激励的主共振-主参数共振问题,应用弹性力学理论建立其动力学方程,应用Galerkin方法将其转化为非线性振动方程.利用非线性振动的多尺度分析方法求得系统主共振-主参数共振的近似解,并进行数值计算.分析温度、地基系数、阻尼、几何参数、激励等对系统主共振-主参数共振的影响.得到了随参数变化响应曲线的变化规律.     

剪切波作用下埋藏刚性椭圆柱与周围介质部分脱胶时的动力分析

本文利用波函数展开法和奇异积分方程技术研究了ＳＨ型反平面剪切波作用下埋藏刚性椭圆柱与周围介质部分脱胶时的动力特性．将脱胶区看作表面不相接触的椭圆弧形界面裂纹，利用波函数（Ｍａｔｈｉｅｕ函数）展开法，并引人裂纹面的位错密度函数为未知量，将问题归结为奇异积分方程，通过数值求解积分方程获得了远场和近场物理参量，并讨论了共振特性和各参数对共振的影响．     

界面连接刚度参数辨识的子结构分析法

以试验模态参数为基础,提出一种通过特征方程反问题辨识子结构界面连接刚度参数的子结构分析法。新方法以子结构动柔度矩阵特征方程为基础,建立求解界面结点内力和位移的方程,从而由子结构内部结点可测自由度上的位移用广义逆理论估计界面结点内力和位移。并通过迭代修正内部结点可测自由度上的试验值,以提高界面内力和位移的估计精度。最后通过连接子结构刚度矩阵建立的平衡方程求解相应的刚度参数。文中以太阳电池阵板间铰链副刚度参数辨识为例,将铰链副简化为两端结点各有6个自由度的弹簧连接元,考虑到自由度之间的耦合,推导了连接元的刚度矩阵。用上述方法辨识了铰链副6个自由度的刚度参数,得到满意的辨识结果。     

非惯性参考系中弹性薄板在参数激励与强迫激励联合作用下的1／2亚谐共振分岔分析

本文研究了非惯性参考系中弹性薄板在范围运动与变形运动相互耦合时的1／2亚谐共振分岔,在建立了该系统的动力学控制方程的基础上,利用多尺度法得到了参数激励与强迫激励联合作用下非惯性参考系中弹性薄板1／2亚谐共振时的分岔响应方程及其分岔集,讨论了该动力系统的稳定性,给出了它的五种分响应曲线。     

轴向运动复合材料圆柱壳的非线性振动研究

采用Runge–Kutta法和多尺度法对轴向运动分层复合材料薄壁圆柱壳的非线性振动特性进行了研究。首先根据层合壳理论建立轴向运动分层复合材料薄壁圆柱壳的波动方程,利用Galerkin法对方程进行离散,得到相互耦合模态方程组。然后应用Runge –Kutta法分析了不同参数条件下的幅频特性曲线,得到了系统由于固有频率接近所导致的内共振现象,以及系统呈现软特性等非线性特性。最后采用多尺度法进行了系统1:1内共振时的近似解析分析,对系统在不同参数下的振动研究表明,激振力幅值、阻尼、速度等参数对位移响应幅值、共振区间、模态间的耦合度及系统软特性程度均有影响,其结论与数值计算结果一致,并同时对解的稳定性进行了研究。     

中厚矩形板的非线性动力屈曲分叉

建立考虑横向剪切与转动惯量影响的矩形板的动力控制方程，应用Ｇａｌｅｒｋｉｎ方法将其化为Ｍａｔｈｉｅｕ方程，然后根据Ｌｙａｐｕｎｏｖ－Ｓｃｈｍｉｄｔ方法得到了系统在参数激励下的１／２亚谐分叉特性，并给出了四边简支与四边固支弹性薄板的非线性动力屈曲分叉条件。     

具有非轴对称刚度转轴的分岔

研究具有非轴对称刚度转轴的１／２亚谐共振和分岔,首先用Ｈａｍｉｌｔｏｎ原理导出运动微分方程,这是刚度系数周期性变化的参数激励方程,然后用多尺度法求得平均方程分岔响应方程和定常解,最后用奇异性理论分析分岔响应方程和定常解的稳定性,得到了局部分岔集和不同区域的不同分岔响应曲线。     

分数阶拟周期Mathieu方程的动力学分析

分数阶微积分有着诸多优异的特点, 目前在动力学领域主要用来提高非线性系统振动特性研究的准确性. 本文在拟周期Mathieu方程的基础上, 引入分数阶微积分理论, 研究了分数阶微分项参数对方程稳定性的影响. 首先, 采用摄动法得到方程稳定区和非稳定区分界线(即过渡曲线)近似表达式, 利用数值方法验证了解析结果的准确性, 图像显示两者吻合较好. 随后, 通过归纳总结不同情况下的过渡曲线近似表达式, 发现在系统中分数阶微分项以等效线性刚度和等效线性阻尼的方式存在. 根据这一特点, 得到了系统等效线性阻尼和等效线性刚度的一般形式, 并且定义了非稳定区域厚度. 最后, 通过数值仿真直观地分析了分数阶微分项参数对方程稳定区域大小和过渡曲线位置的影响. 结果发现, 分数阶微分项不仅具有阻尼特性还具有刚度特性, 并且以等效线性刚度和等效线性阻尼的方式影响着方程稳定区域大小和过渡曲线位置. 合理选择分数阶微分项参数可以使其呈现不同程度的刚度特性或阻尼特性, 方程稳定区域的大小和过渡曲线的位置也因此产生了不同程度的变化.      

非惯性参考系中弹性薄板的动力学分析：参数激励与强迫激励联 …

本文研究了非惯性参考系中弹性薄板的大范围运动与大变形运动相互耦合时的非共振分岔，在建立了该动力系统运动控制方程的基础上，利用多尺度法得到了参数激励与强迫激励联合作用下辈在惯性参考系中弹性薄板非共振时的分岔响庆方程及其在反动和几何尺寸两个分岔参数影响下的空间分岔集，讨论了该动力系统的稳定性，并给出了它的非共振分岔响应曲线。     

Effect of rotary inertia on stability of axially accelerating viscoelastic Rayleigh beams

The dynamic stability of axially moving viscoelastic Rayleigh beams is presented. The governing equation and simple support boundary condition are derived with the extended Hamilton’s principle. The viscoelastic material of the beams is described as the Kelvin constitutive relationship involving the total time derivative. The axial tension is considered to vary longitudinally. The natural frequencies and solvability condition are obtained in the multi-scale process. It is of interest to investigate the summation parametric resonance and principal parametric resonance by using the Routh-Hurwitz criterion to obtain the stability condition. Numerical examples show the effects of viscosity coefficients, mean speed, beam stiffness, and rotary inertia factor on the summation parametric resonance and principle parametric resonance. The differential quadrature method (DQM) is used to validate the value of the stability boundary in the principle parametric resonance for the first two modes.     

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．     

轴向变速粘弹性Rayleigh梁参数共振稳定性

运用近似解析方法和数值方法研究轴向变速运动黏弹性Rayleigh梁的次谐波共振和组合共振的稳定性区域。基于变分原理,考虑梁断面旋转惯性的影响,推导轴向速度有周期波动的微变形梁横向振动的数学模型;采用多尺度方法建立前两阶次谐波共振和组合共振范围内的参数振动的可解性条件;进而确定梁两端简支边界条件下,因共振而产生的失稳区域;通过微分求积方法求解表征细长Rayleigh梁横向振动的运动微分方程。数值算例分析了黏弹性系数和扭转系数对梁振动失稳区域的影响,将数值仿真结果与近似解析方法的结论进行比较。算例表明:近似解析解的精度较高,第一、第二阶主共振的最大误差分别为3.206%、4.213%。     

Stability of axially accelerating viscoelastic beams: multi-scale analysis with numerical confirmations

Stability is investigated for an axially accelerating viscoelastic beam. The material time derivative is used in the viscoelastic constitutive relation, not simply the partial time derivative. The method of multiple scales is applied directly to the governing equation without discretization. When the axial speed is characterized as a simple harmonic variation about the constant mean speed, the instability conditions are presented for axially accelerating viscoelastic beams constrained by simple supports with rotational springs in parametric resonance. The finite difference schemes are developed to solve numerically the equation of axially accelerating viscoelastic beams with fixed supports for the instability regions in the principal parametric resonance. The numerical calculations confirm the analytical results. Numerical examples show the effects of the constraint stiffness, the mean axial speed, and the viscoelasticity.     

Stability of axially accelerating viscoelastic beams: asymptotic perturbation analysis and differential quadrature validation

An asymptotic perturbation method is proposed to investigate stability of an axially accelerating viscoelastic beam. The material time derivative is used in the viscoelastic constitutive relation. The axial speed is characterized as a simple harmonic variation about the constant mean speed. The stability condition can be determined via the asymptotic perturbation method. The differential quadrature scheme is developed to solve numerically the equation of axially accelerating viscoelastic beams with simple supports. The stability boundaries are numerically located in the summation parametric resonance and the principal parametric resonance. Numerical examples show the effects of the beam viscoelasticity and the mean axial speed. The numerical calculations validate the analytical results in the principal parametric resonance.     

Simply supported elastic beams under parametric excitation

In this paper, the nonlinear characteristics of the parametric resonance of simply supported elastic beams are investigated. Considering a geometrically exact formulation for unsharable and inextensible elastic beams subject to support motions, the integral-partial-differential equation of motion is obtained. The third-order perturbation of the equation of motion is then determined in a form amenable to an asymptotic treatment. The method of multiple scales is used to obtain the equations that describe the modulation of the amplitude and phase of parametric-resonance motions. The stability and bifurcations of the system are investigated considering, in particular, the frequency-response function. Furthermore, experimental results are shown to confirm the theoretically predicted stability and bifurcations.     

Steady-state response of axially moving viscoelastic beams with pulsating speed: comparison of two nonlinear models

Principal parametric resonance in transverse vibration is investigated for viscoelastic beams moving with axial pulsating speed. A nonlinear partial-differential equation governing the transverse vibration is derived from the dynamical, constitutive, and geometrical relations. Under certain assumption, the partial-differential reduces to an integro-partial-differential equation for transverse vibration of axially accelerating viscoelastic nonlinear beams. The method of multiple scales is applied to two equations to calculate the steady-state response. Closed form solutions for the amplitude of the vibration are derived from the solvability condition of eliminating secular terms. The stability of straight equilibrium and nontrivial steady-state response are analyzed by use of the Lyapunov linearized stability theory. Numerical examples are presented to highlight the effects of speed pulsation, viscoelascity, and nonlinearity and to compare results obtained from two equations.     

超空泡运动体圆柱薄壳的非线性动力屈曲分析

超空泡运动体的动力屈曲失稳具有隐蔽性、突发性和危险性, 因而必须研究清楚运动体的失稳区域边界及失稳振幅. 将超空泡运动体模拟成受轴向周期载荷作用的细长圆柱薄壳, 给出非线性几何方程、物理方程和平衡方程, 建立细长圆柱薄壳带有非线性项的动力屈曲微分方程组; 依据非线性项的形式, 给出合理的非线性位移表达式, 得到具有周期性系数的非线性横向振动微分方程; 采用伽辽金变分法和和鲍洛金方法, 获得带有周期性系数和非线性项的马奇耶方程; 求解非线性马奇耶方程, 得到第一、第二阶不稳定区域内的定态振动振幅的解析表达式; 绘制超空泡运动体的非线性参数共振曲线, 分析航行速度、载荷比例系数、轴向载荷频率和振型对参数共振曲线的影响. 以上研究为建立基于参数共振的圆柱薄壳动力失稳的可靠性分析及基于参数共振可靠性的结构动力优化设计的奠定了理论基础.      

The capture into parametric autoresonance

In this work, we show that the capture into parametric resonance may be explained as pitchfork bifurcation in the primary parametric resonance equation. We prove that the solution close to the moment of the capture is descibed by the Painlevé-2 equation. We obtain connection formulae for the asymptotic solution of the primary parametric resonance equation before and after the capture using the matching of asymptotic expansions.     

THE STABILITY OF AN AXIALLY ACCELERATING BEAM ON SIMPLE SUPPORTS WITH TORSION SPRINGS

The axially moving beams on simple supports with torsion springs are studied. The general modal functions of the axially moving beam with constant speed have been obtained from the supporting conditions. The contribution of the spring stiffness to the natural frequencies has been numerically investigated. Transverse stability is also studied for axially moving beams on simple supports with torsion springs. The method of multiple scales is applied to the partialdifferential equation governing the transverse parametric vibration. The stability boundary is derived from the solvability condition. Instability occurs if the axial speed fluctuation frequency is close to the sum of any two natural frequencies or is two fold natural frequency of the unperturbed system. It can be concluded that the spring stiffness makes both the natural frequencies and the instability regions smaller in the axial speed fluctuation frequency-amplitude plane for given mean axial speed and bending stiffness of the beam.