求解广义特征值问题的多重Ritz向量法

借鉴子空间迭代法,将求解广义特征值问题的单个初向量的Ritz向量法（下称为单R法）推广为多重Ritz向量法吓称为多R法）;从而解决了单R法在处理重频结构时的漏频问题;且分析指出,奇异的矩阵M将导致一个数值不稳定的Gram－SchmidtM-正交化过程,从而使Ritz向量法导致错误振型．为此提出了解决方案．单R法经上述修正,兼备了高效与可靠两个特点．目前该法已在特殊多高层分析程序ETS5中实现,取得了良好效果．     

随机二项测度的多重分形分析和多重关形关联分析

本文简要分析了一个随机二项测度的多重分形特性,并详细研究了该测度的奇异性在支集上的关联,分析了两点关联中存在的标度区的相变,得出了一些值得深入研究的结论。     

落锤试验中炸药样品表面能的多重分形性质

从能量守恒和质量守恒出发结合炸药样品在受冲击压缩时的分形性质，证明在样品周边的表面能具有多重分形的结构。     

空间拦截最优末端导引规律研究的新方法

给出了空间拦截控制的非线性微分方程，并在非线性控制系统引入了结构力学中的多重子结构法，从而求出了空间拦截非线性最优末端导引规律，同时给出了相应的数值仿真。     

弹性体非线性振动多重共振的能量法

本论文以非线性振动理论的平均法为基础和力学的能量概念结合起来,找到了求解弹性体系非线性振动多重共振的能量法。应用本方法研究了电机轴系的双重共振等问题,证明了它是一个简易适用的方法。揭示了双重共振的一些新现象,理论得到了实验验证。     

空间拦截最优末端导引规律研究的新方法

给出了空间拦截控制的非线性微分方程，并在非线性控制系统引入了结构力学中的多重子结构法。从而求出了空间拦截非线性最优末端导引规律，同时给出了相应的数值仿真。     

裂隙岩体局部化破坏分析的多重势面分岔模型

采用多重势面弹塑性分岔理论对裂隙岩体的局部化破坏进行计算模拟．基于多重势面弹塑性理论分析局部化问题，构造了适用于裂隙岩体破坏的多重势面不连续分岔模型，并使用数值方法求解局部化方阶在有限元方法的基础上，使用该模型计算裂隙岩体的局部化破坏条带．算例分析表明这一模型用于分析裂隙岩体的局部化破坏是有效的．     

圆柱壳非线性振动的多重模式分析

分析了各向同性圆柱壳的非线性自由振动，文中采用经典的非线性弹性力学方法推导了圆柱壳的大振幅运动方程，这些方程静态形式与冯．卡门的板理论方程其有同样的精度。文中采用双重富氏级主伽辽金方法近似地求解运行方程，利用谐波地和牛顿－莱福逊法妥高度耦合的非线性微分方程组，分析了模式的耦合对非线性频率的影响。     

多重子结构法在非线性控制系统中的应用

多重子结构法是计算结构力学程序系统采用的最广泛的方法之一，由于计算结构力学与最优控制存在模拟关系，本文同样基于此法对非线性控制系统进行计算，并编制了相应的程序系统。本文工作进一步说明了计算结构力学与最优控制理论存在模拟关系。     

Exact solution for warping of spatial curved beams in natural coordinates

The purpose of the paper is to present an exact analytical solution of a spatial curved beam under multiple loads based on the existing theory. The transverse shear deformation and torsion-related warping effects are taken into account. By using this solution, a plane curved beam subjected to uniform vertical loads and torsions is analyzed. Accuracy and efficiency of present theory are demonstrated by comparing its numerical results with Heins＇ solution. Furthermore, the effects of the transverse shear deformation and torsion-related warping on deformation of the beam are discussed.     

Scattering of elastic waves in an elastic matrix containing an inclusion with interfaces

Based on the theory of elastic dynamics, the scattering of elastic waves and dynamic stress concentration in fiber-reinforced composite with interfaces are studied. Analytical expressions of elastic waves in different medium areas are presented and an analytic method of solving this problem is established. The mode coefficients are determined by means of the continuous conditions of displacement and stress on the boundary of the interfaces. The influence of material properties and structural size on the dynamic stress concentration factors near the interfaces is analyzed. It indicates that they have a great influence on the dynamic properties of fiber-reinforced composite. As examples, numerical results of dynamic stress concentration factors near the interfaces are presented and discussed. This paper provides reliable theoretical evidence for the study of dynamic properties in fiber-reinforced composite. Project supported by the National Natural Science Foundation of China (No. 19972018).     

Elastic wave scattering and dynamic stress in composite with fiber

IntroductionTheproblemofscatteringofelasticwavesinsolidstructureshasnotonlytheoreticalsignificancebutalsowideoutlookinengineering .Thisproblemhasabsorbedmanypeople’sattentionsinmanyfieldssuchasaeronautics,compositemechanics,civilengineeringandearthquakeengineering[1～ 3 ] .Thepropagatingvelocityanddirectionofelasticwaveareinvariableasitpropagatesinaninfiniteuniformmedium .Butscatteringofelasticwavescanoccurifthereexistsincontinuitysuchasinclusion ,crackandcavityinelasticmedium .Fiber_reinfor…     

Dynamic Stress Resulting from a Plane Compressional Wave in Two-particle Reinforced Composites

In this paper, based on the theory of elastodynamics, the multiple scattering of elastic waves and dynamic stress in multiparticle reinforced composites is investigated, and the analytical solution of this problem is obtained. By using the wave function expansion method, the expressions of total wave fields in each medium are presented. The addition theorem of spherical Bessel functions is employed to accomplish the translation for different local coordinate systems. According to the continuous boundary conditions around the particles, the expanded mode coefficients are determined. As an example, the variation of dynamic stress concentration factors at the interface between the particles and the matrix under different parameters is analyzed. It can be seen from the results that when the incident frequency is different, the effect of the distance between the centers of the particles on the dynamic stress varies greatly. Only when the distance is greater than a certain number can its effect be ignored. When the distance is fixed, the effect of material properties on dynamic stress is also examined.     

单向纤维增强复合材料中剪切波多重散射问题的复变函数法

基于弹性波的多体散射理论和复变函数方法,利用波函数展开法和保角映射方法,研究了任意形纤维增强复合材料中剪切波的传播。根据相应的边界条件确定弹性波模式系数。给出了复合材料中基体区和纤维核区的波场。作为算例,分析了相同入射频率,不同纤维核的尺寸和形状的情况下,弹性波的传播特性。通过分析发现,低频长波区,弹性波以近似正弦函数的形式传播,纤维核的尺寸和形状对波场影响不明显;随着频率的增加,影响变得明显,大于一定的频率,纤维核的形状可明显地辨别出。最后对结果进行了分析讨论。     

Discontinuous wave fronts propagation in anisotropic layered media

The problem of dynamic interaction of wave phase fronts with anisotropic elastic media interfaces is considered. A technique based on joint use of the ray theory, locally plane approach and theory of stereomechanical impact is elaborated. It is employed for the investigation of discontinuous waves propagation in anisotropic tectonic structures. The cases of interaction of quasi-longitudinal and quasi-shear discontinuous waves with the interfaces separating different anisotropic elastic media are treated. The issues are considered which are associated with the wave front surfaces bifurcations, generation of their singularities and caustics, as well as with stress concentration and formation of zones where the stresses tend to infinity.     

Elastic wave scattering and dynamic stress concentrations in exponential graded materials with two elliptic holes

Based on the elastodynamics, employing complex functions and conformal mapping methods, and local coordinates, the scattering of elastic waves and dynamic stress concentrations in infinite exponential graded materials with two holes are investigated. A general solution of the problem and expression satisfying the given boundary conditions are derived. The problem can be reduced to the solution of an infinite system of algebraic equations. As an example, numerical results of dynamic stress concentration factors for two elliptic holes in exponential graded materials are presented, and the influence of incident wave number and holes spacing on dynamic stress distributions is analyzed.     

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．     

弱界面复合材料中的基体裂纹

利用二维弹性力学模型研究了纤维增强复合材料中基体裂纹与弱界面的相互作用机理．文中首先导出各向异性弹性多层介质中刃型位错的基本解，然后运用这些基本解建立了弱界面复合材料中典型的Ｈ型缺陷的奇异积分方程组，通过求解这些方程得到外载荷的大小、弱界面的结合强度、界面的残余压力和摩擦系数、纤维与基体的弹性模量比等微结构参量与基体裂纹附近的应力场的关系     

Dynamic behavior of rectangular crack in three-dimensional orthotropic elastic medium by means of non-local theory

The dynamic behavior of a rectangular crack in a three-dimensional(3D)orthotropic elastic medium is investigated under a harmonic stress wave based on the non-local theory. The two-dimensional(2D) Fourier transform is applied, and the mixedboundary value problems are converted into three pairs of dual integral equations with the unknown variables being the displacement jumps across the crack surfaces. The effects of the geometric shape of the rectangular crack, the circular frequency of the incident waves,and the lattice parameter of the orthotropic elastic medium on the dynamic stress field near the crack edges are analyzed. The present solution exhibits no stress singularity at the rectangular crack edges, and the dynamic stress field near the rectangular crack edges is finite.     

Multiple scattering from two cylindrical inclusions in a semi-infinite thin plate under flexural waves

In this study, a theoretical method is applied to investigate the multiple scattering of flexural waves from two cylindrical inclusions and dynamic stress in a semi-infinite thin plate, and the roller-supported boundary at the semi-infinite edge is considered. A computationally efficient approach utilizing the wave expansion method together with the image method is employed to formulate the problem. The addition theorem for Bessel functions is employed to accomplish the translation of wave fields between different local coordinate systems. The scattered far field amplitudes of the two inclusions are presented. Through numerical examples and analyses, it is found that the angular distribution of the dynamic stress around the inclusions shows a great difference when the positions of two inclusions vary. The effects of the elastic modulus, density, Poisson’s ratio of the inclusions on the dynamic stress are closely related to the distance between the inclusions and the semi-infinite edge and the distance between the two inclusions. The thickness and Poisson’s ratio of the inclusions show little effect on the dynamic stress. Comparisons with other existing models are also discussed.