薄膜涂层材料中币形界面裂纹的弹性波散射

研究了薄膜涂层材料中币形界面裂纹的弹性波散射问题,建立了含有币形界面裂纹的覆层半空间模型,采用Hankel积分变换,将裂纹对弹性波散射的问题转化为求解矩阵形式的奇异积分方程。结合渐近分析和围道积分技术得到积分方程的解,进一步推导了散射波的应力场和位移场,以及动应力强度因子的理论计算公式。在数值算例中,分析了不同材料组合和裂纹尺寸情况下动应力强度因子与入射波频率的关系,并给出了裂纹张开位移的结果。为薄膜涂层材料的动态破坏分析提供了一定的理论基础。     

基于弹性波散射对二维障碍物边界的识别

给出了二维障碍物弹性波散射场的一种近似积分形式 ,基于 Fourier变换法建立了均匀障碍物特征函数与其远场散射振幅中形状因子的关系式 ,最后就基体为锌 ,对圆形和椭圆形截面铁夹杂进行了计算机模拟 ,结果表明该反演方法对定量无损检测技术具有应用价值。     

Methods of Identification of Nonlinear Mechanical Vibrating Systems

Methods for determination of the dynamic characteristics and parameters of mechanical vibrating systems by processing experimental data on controlled vibrations are presented. These methods are intended for construction of mathematical models of objects to be identified and classed as parametric and nonparametric methods. The quadrature formulas of the nonparametric-identification method are derived by inverting the integral parameters of approximate analytical solutions of nonlinear differential equations. The parametric-identification method involves setting up and solving systems of linear algebraic equations in the sought-for inertia, stiffness, and dissipation parameters by integrating experimental processes using special weighting functions. Depending on the type of the nonlinearity of the vibrating system and the method of representing experimental processes, the weighting functions can be oriented toward displacement, velocity, or acceleration gauges. The results of studies made mainly at the Institute of Mechanics of the National Academy of Sciences of Ukraine are presented     

橡胶隔振系统非线性振动参数识别与特性研究

建立单自由度非线性系统基础激励正弦扫描试验的数学模型,并针对多项式非线性阻尼与多项式非线性弹簧并联的橡胶隔振系统求解了数学模型.进而在此框架下通过正弦扫描振动试验,采用共振峰值法识别了橡胶隔振器的非线性阻尼与刚度系数,研究了不同振动量级下小型橡胶隔振器的振动特性.     

基于最优参数控制方法的齿轮系统混沌控制

基于最优参数控制方法,实现了齿轮传动系统中的混沌控制．以经典的间隙单齿轮副非线性动力学模型为研究对象,以啮合静载荷为控制参数,通过混沌吸引子中轨线的观测近似得到目标周期不动点、系统在目标不动点处的雅克比矩阵以及在控制原始参量处的梯度矩阵．最后运用最优参数控制策略计算得到啮合静载荷的小扰动量,实现了把齿轮系统的混沌运动镇定周期一轨道上的目的．研究结果表明,基于最优参数控制方法的控制过程,只是在控制的前几个周期内需要控制参数产生相对较大的扰动量,随着控制的继续进行,扰动量几乎稳定到了某一固定值,不再需要较大的变动．而且控制参数计算所需要的中间参量可以直接由混沌吸引子中轨线的观测近似得到,因而控制容易实现．     

管道联接件参数识别的行波法

基于结构振动的行波理论,提出了一种管道联接件物理参数识别的新方法.以未充液直管在平面内的弯曲振动为例,建立了入射波和出射波在联接件处的散射关系,并结合波模式幅值系数的识别,得到一组包含待识别参数的非线性方程组.在每一个频率下求解该方程组得到联接件的动刚度,最后采用最小二乘法一次识别得到联接件的物理参数.数值仿真结果表明,行波法在管道联接件参数辨识中,识别精度高,而且采用矩阵条件数小的传感器阵列,可以提高参数辨识的精度.     

Breathers for a Relativistic Nonlinear Wave Equation

 A new class of one-dimensional relativistic nonlinear wave equations with a singular δ-type nonlinear term is considered. The sense of the equations is defined according to the least-action principle. The energy and momentum conservation is established. The main results are the existence of time-periodic finite-energy solutions, the existence of global solutions and soliton-type asymptotics for a class of finite-energy initial data. (Accepted May 28, 2002) Published online November 12, 2002 Communicated by G. FRIESECKE     

基于遗传算法的爆炸冲击荷载参数识别方法

基于改进的遗传算法 ,建立了根据测试系统动力响应观测数据反演爆炸冲击荷载参数的数值方法。遗传算法为解决反问题的不适定性提供了强有力的手段。数值模拟结果表明 ,所提出的爆炸冲击荷载参数随机反演方法具有全局搜索能力 ,并且具有良好的抗观测噪音能力。当测试系统的观测相对误差为 10 %时 ,参数反演结果的误差小于 8% ,所建立的参数反演方法具有良好的鲁棒性。     

泡沫夹层结构力学性能的非线性有限元分析

泡沫夹层结构因其较高的比刚度及比强度,在各领域得到广泛应用.但由于泡沫在受力过程中呈现较强的非线性,且相对其它常用材料强度较小,需对泡沫进行材料的非线性分析,才能更准确地判断泡沫夹层结构在应用中所体现的力学性能.本文根据泡沫材料呈现的相关性能,定义了该材料的非线性本构关系,并利用MSC.Marc二次开发用户子程序接口将该本构关系写入,而且引入了针对泡沫材料的三参数广义强度准则,建立了泡沫材料的非线性有限元计算模型.通过铝面板泡沫夹层结构的平拉、平压、剪切实例分析并结合其它分析方法与实验结果进行比较,论证了该泡沫材料非线性有限元模型的准确性,同时证实了广义强度准则在泡沫材料上的适用性,为泡沫夹层结构研究与应用提供了依据.     

The Smooth and Nonsmooth Travelling Wave Solutions in a Nonlinear Wave Equation

ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｅｘｉｓｔｅｎｃｅｏｆｐｅａｋｏｎＴＷＳｏｆａｎｏｎｌｉｎｅａｒｗａｖｅｅｑｕａｔｉｏｎρｔ =ｂｕｘ 12 [(ｕ2 ±ｕ2 ｘ) ρ] ｘ,　ρ =ｕ±ｕｘｘ ( 1 )ｗａｓｃｏｎｓｉｄｅｒｅｄｂｒｅｉｆｌｙｂｙＰ .Ｒｏｓｅｎａｕ (ｓｅｅ [1 ] ) .Ｅｑ.( 1 )ｉｓｆｏｕｎｄｂｙ“ｒｅｓｈｕｆｆｌｉｎｇ”Ｈａｍｉｌｔｏｎｉａｎｏｐｅｒａｔｏｒｏｆｂｉ＿ＨａｍｉｌｔｉｏｎｉａｎｓｔｒｕｃｔｕｒｅｉｎＫｄＶａｎｄｍＫｄＶｅｑｕａｔｉｏｎ (ｓｅｅ [2 ] ) .ＢｅｃａｕｓｅＥｑ.( 1 )ｈａｓｓｔｒｏｎ…     

一个基于塑性的损伤本构模型的参数辨识

研究了一个用于混凝土的基于塑性的损伤模型本构参数辨识问题。把从实验获得的应力-应变曲线与数值计算中获得的应力-应变曲线的差别,作为局部水平上最小二乘法的目标函数。为了求解这个反问题,局部水平上求解损伤弹塑性正问题的子程序被嵌入到本文的反问题的迭代格式之中。灵敏度系数矩阵是通过有限差分方法近似计算得到的。给出的数值计算例子计算了单轴压缩试验结果的参数辨识问题。采用反分析得到的模型参数值,对单向拉伸及三种不同侧压作用下的压缩试验进行了数值模拟。数值结果表明:本文采用的应力反分析计算格式稳定,且具有合理的准确性,数值计算得到的应力-应变结果可以较准确地拟合实验曲线。     

Traveling Wave Solutions for a Class of One-Dimensional Nonlinear Shallow Water Wave Models

In this paper we consider a class of one-dimensional nonlinear shallow water wave models that support weak solutions. We construct new traveling wave solutions for these models. Moreover, we show that these new traveling wave solutions are stable.     

Weak Solutions to a Nonlinear Variational Wave Equation

 We establish the global existence of weak solutions to the Cauchy problem for a nonlinear variational wave equation, where the wave speed is a given monotone function of the wave amplitude. The equation arises in modeling wave motions of nematic liquid crystals, long waves on a dipole chain, and a few other fields. We use the Young-measure method in the setting of L ^p spaces. We overcome the difficulty that oscillations get amplified by the growth terms of the equation. (Accepted July 9, 2002) Published online December 3, 2002 Dedicated to Tony Zhang on his seventieth birthday Communicated by C. M. Dafermos     

界面上应力波传播规律的动态光弹性试验研究

采用动态光弹性方法,对应力波在杆-杆和板-板双材料连接界面上的反射和透射传播规律展开研究．通过对双材料粘接模型施加冲击载荷作用,采集和分析等差线条纹,计算出最大剪应力值．对于两种试验模型应力波在界面上都以透射为主,对应力波的阻隔作用不明显,这与接触式界面对应力波有较强的阻隔作用有较大区别,在应用界面减弱应力波的作用时应注意区分．试验结果与理论计算结果基本保持一致,并由此证明采用动态光弹性法研究应力波在界面上传播规律的可行性．     

Nonlinear Primary Resonances of a Floating Crane

A systematic investigation of the dynamics of an offshore system is presented using two different approaches. The multiple scales method and path following techniques in combination with numerical integration of the equations of motion are applied in order to analyze the dynamics of a periodically forced floating crane in frequency and time domain, respectively.     

实验数据反演识别分析方法与力学表征

本文给出了两类基于实验(实测)数据的反演识别方法,简述了其在界面力学性能及工程实测数据分析中的应用.在粘接界面力学性能的反演识别实验研究中,基于不同加载速率的实验曲线,结合参数化界面力学模型,通过反演识别给出粘接界面力学性能参数,并对识别结果的适定性进行独立的实验验证;在基于工程实测数据的反演识别与力学建模方面,在分析盾构装备载荷特点的基础上,对海量的实测数据统计分类,提出了力学量纲分析的建模方法,并应用于盾构掘进载荷的反演识别研究.     

Overview of Identification Methods of Mechanical Parameters Based on Full-field Measurements

This article reviews recently developed methods for constitutive parameter identification based on kinematic full-field measurements, namely the finite element model updating method (FEMU), the constitutive equation gap method (CEGM), the virtual fields method (VFM), the equilibrium gap method (EGM) and the reciprocity gap method (RGM). Their formulation and underlying principles are presented and discussed. These identification techniques are then applied to full-field experimental data obtained on four different experiments, namely (i) a tensile test, (ii) the Brazilian test, (iii) a shear-flexural test, and (iv) a biaxial test. Test (iv) features a non-uniform damage field, and hence non-uniform equivalent elastic properties, while tests (i), (ii) and (iii) deal with the identification of uniform anisotropic elastic properties. Tests (ii), (iii) and (iv) involve non-uniform strain fields in the region of interest. Working group “Identification” of the French CNRS research network (GDR 2519) “Mesures de champs et identification en Mécanique des Solides / Full-field Measurements and Identification in Solid Mechanics”.     

基于逾渗理论的机械密封界面静态泄漏预测方法

针对现有机械密封泄漏机理研究存在的不足,利用Hertz理论研究机械密封界面接触力学问题,揭示了孔隙率随端面形貌、端面载荷等参数的变化规律;基于逾渗理论,探讨了不同网格层数下密封界面的逾渗阈值与孔隙率的关系,建立了密封界面泄漏通道模型,以及泄漏率与端面形貌参数关系表达式;研制了机械密封静态泄漏测试装置,测试了6组不同端面形貌试件在一定介质压力下的泄漏率.结果表明:密封界面的初始孔隙率?0随着分形维数D的增大而增大;端面比压pc增大,孔隙率?减小,并随着D的增大和尺度系数G的减小,?快速减小,直至填实.在端面比压作用下,密封界面的孔隙率均大于0.593,密封界面泄漏通道可以简化为单层网格逾渗模型.密封环的表面越粗糙,其密封界面的孔隙率越大,而由孔隙连通形成的泄漏微通道孔喉尺寸就越大,致使密封界面的泄漏率越大;泄漏率理论预测值与试验结果具有良好的吻合度,验证了本文泄漏预测方法的合理性.     

On Boundary Damping for a Weakly Nonlinear Wave Equation

In this paper an initial-boundary value problem for a weakly nonlinear string(or wave) equation with non-classical boundary conditions is considered. Oneend of the string is assumed to be fixed and the other end of the string isattached to a spring-mass-dashpot system, where the damping generated by thedashpot is assumed to be small. This problem can be regarded as a rather simple model describing oscillationsof flexible structures such as suspension bridges or overhead transmission lines in a windfield. A multiple-timescales perturbation method will be usedto construct formal asymptotic approximations of the solution. It will also beshown that all solutions tend to zero for a sufficiently large value of thedamping parameter. For smaller values of the damping parameter it will be shownhow the string-system eventually will oscillate.