面外剪切下各向异性三相椭圆夹杂中均匀应力

论证了只要合适选择中间界面层的弹性常数, 各向异性线弹性固体在远场均匀反平面剪切应力作用下三相椭圆夹杂内椭圆上仍存在均匀应力场. 讨论了内外两椭圆除过其中心相同外无其它任何几何限制条件. 所给出的数值算例显示出该结论的正确性. 该方法为纤维增强复合材料的设计提供了一条新途径.     

面向剪切下各向异性三相椭圆夹杂中均匀应力

论证了只要合适选择中间界面层的弹性常数，各向异性线弹性固体在远场均匀反平面剪切应力作用下三相椭圆夹杂内椭圆上仍存在均匀应力场。讨论了内外两椭圆除过其中心相同外无其它任何几何限制条件。所给出的数值算例显示出该结论的正确性。该方法为纤维增强复合材料的设计提供了一条新途径。     

各向异性材料界面共线刚性线夹杂的反平面问题

研究两种各向异性材料焊接界面含共线刚性线夹杂的反平面问题,导出了一般问题的公式和几个典型问题的封闭形式解,求出了刚性线尖端的应力分布.从文中解答的特殊情况,直接导出各向同性材料界面与均匀各向异性介质中相应问题的公式与结果,并与有关文献相一致.     

弹性椭圆夹杂纵向剪切问题

获得纵向剪切下弹性椭圆夹杂问题的精确解。将复变函数的分区全纯函数理论，Cauchy型积分和Riemann边值问题相结合，求得各复势函数之间的解析关系，从而得到问题的封闭形式解，并给出了界面应力的解析表达式。本文解答与已有文献结果一致。本文发展的分析方法，为求解复杂多连通域的平面弹性问题提供了一条有效途径。     

含刚性椭圆夹杂的弹性平面奇异解

运用复变函数方法,求解了含刚性椭圆夹杂的无限弹性平面在任意位置作用集中力和集中力偶的问题,导出了界面应力公式,绘出了应力分布曲线。     

含共线刚性夹杂各向异性的平面问题

应用昨变函数方法，给出了含共是性线夹杂各向异性体平面问题的一般解；对于一个或二个夹二个夹杂的情形，给出了封闭形式的应力奇异性系数解；结果表明，应力奇异性系数与材料常数和εｘ＾∞有关，这里εｘ＾∞为无限元处ｘ方向的线应变。     

含共线刚性线夹杂各向异性体的平面问题

应用复变函数方法,给出了含共线刚性线夹杂各向异性体平面问题的一般解;对于一个或二个夹杂的情形,给出了封闭形式的应力奇异性系数解;结果表明,应力奇异性系数与材料常数和ε∞ｘ 有关,这里ε∞ｘ 为无限远处ｘ 方向的线应变     

穿过反平面圆形夹杂界面的曲线型刚性线

利用复变函数方法和叠加原理建立了求解刚性线夹杂问题的弱奇积分方程,利用Ｃａｕｃｈｙ型奇异积分方程主部分方法,研究了穿过反平面圆夹杂界面的曲线型刚性线夹杂在界面交点处点处的奇性应力指数以及交点处角形域内的奇性应力,并定义了交点处的应力奇性因子。利用所得的奇性应力指数,通过对弱奇异积分方程的数值求解,得出了刚性线端点和交点处的应力奇性因子。     

线夹杂的力学模型及其界面应力分析

采用材料力学的直杆和梁的变形假定，对平面线夹杂问题提出了一种能同时考虑夹杂两侧法向应力和剪应力间断的新的力学模型，然后通过集中力作用的Ｋｅｌｖｉｎ解答，求得了单夹杂问题的基本解。文中还导出了夹杂两侧的界面应力公式。最后对夹杂端点的应力强度因子及界面应力作了计算，结果令人满意     

Uniformity of Stresses Within a Three-Phase Elliptic Inclusion in Anti-Plane Shear

In this paper, we show that a three-phase elliptic inclusion under uniform remote stress and eigenstrain in anti-plane shear admits an internal uniform stress field provided that the interfaces are two confocal ellipses. The exact closed-form solution is used to quantify the effect of the interphase layer on the residual stresses within the inclusion and the dependency of this effect on the aspect ratio of the elliptic inclusion. This revised version was published online in August 2006 with corrections to the Cover Date.     

A Confocally Multicoated Elliptical Inclusion under Antiplane Shear: Some New Results

The problem of a confocally multicoated elliptical inclusion in an unbounded matrix subjected to an antiplane shear is studied. Making use of the complex potentials and conformal mapping techniques, we show that the multiple coatings can be analyzed through a recurrence procedure in the transformed domain, while remaining explicit in detail and transparent overall. Particularly, the effect of the multiple confocal coatings is mathematically represented by a (2×2) array alone, resulting from a serial multiplication of matrices of the same order. Further we prove the following proposition. If the displacement prescribed at the remote boundary of the matrix is a polynomial of degree j in the position coordinates x _i , the stresses at the innermost core are polynomials of degree j–1,j–3,..., in x _i . This result is universally true provided that all elliptical interfaces are confocal, while no regard is paid to the number of coatings, their constituent properties and area fractions. Explicit expressions for the stresses at the innermost core are obtained in simple, closed forms.     

On the Plane Orthotropic Stress Problem of Quasi-Static Thermoelasticity

The plane stress boundary value problem of quasi-static linear orthotropic thermoelasticity is discussed. The thermoelastic system on a bounded simply-connected domain is decoupled. The decoupled temperature equation is investigated by using accurate estimation and the contraction mapping principle. Representations of solutions of the field equation are obtained, and some solvability results are proved. The results are of both theoretical and numerical interest.     

Uniform Stress Inside an Anisotropic Elliptic Inclusion with Imperfect Interface Bonding

In this paper we study the two-dimensional deformation of an anisotropic elliptic inclusion embedded in an infinite dissimilar anisotropic matrix subject to a uniform loading at infinity. The interface is assumed to be imperfectly bonded. The surface traction is continuous across the interface while the displacement is discontinuous. The interface function that relates the surface traction and the displacement discontinuity across the interface is a tensor function, not a scalar function as employed by most work in the literature. We choose the interface function such that the stress inside the elliptic inclusion is uniform. Explicit solution for the inclusion and the matrix is presented. The materials in the inclusion and in the matrix are general anisotropic elastic materials so that the antiplane and inplane displacements are coupled regardless of the applied loading at infinity. T.C.T. Ting is Professor Emeritus of University of Illinois at Chicago and Consulting Professor of Stanford University.     

Stress State of an Elastic Orthotropic Medium with an Elliptic Crack Under Tension and Shear

The static-equilibrium problem for an elastic orthotropic space with an elliptical crack is solved. The stress state of the space is represented as a superposition of the principal and perturbed states. To solve the problem, Willis’s approach is used. It is based on the Fourier transform in spatial variables, the Fourier-transformed Green function for anisotropic material, and Cauchy’s residue theorem. The contour integrals appearing during solution are evaluated using Gaussian quadratures. The results for particular cases are compared with those obtained by other authors. The influence of anisotropy on the stress intensity factors is studied__________Translated from Prikladnaya Mekhanika, Vol. 41, No. 4, pp. 20–29, April 2005.     

Stress Analysis of an Elliptic Inclusion with Imperfect Interface in Plane Elasticity

In this paper, a semi-analytic solution of the problem associated with an elliptic inclusion embedded within an infinite matrix is developed for plane strain deformations. The bonding at the inclusion-matrix interface is assumed to be homogeneously imperfect. The interface is modeled as a spring (interphase) layer with vanishing thickness. The behavior of this interphase layer is based on the assumption that tractions are continuous but displacements are discontinuous across the interface.Complex variable techniques are used to obtain infinite series representations of the stresses which, when evaluated numerically, demonstrate how the peak stress along the inclusion-matrix interface and the average stress inside the inclusion vary with the aspect ratio of the inclusion and a representative parameter h (related to the two interface parameters describing the imperfect interface in two-dimensional elasticity) characterizing the imperfect interface. In addition, and perhaps most significantly, for different aspect ratios of the elliptic inclusion, we identify a specific value (h ^*) of the (representative) interface parameter h which corresponds to maximum peak stress along the inclusion-matrix interface. Similarly, for each aspect ratio, we identify a specific value of h (also referred to as h ^* in the paper) which corresponds to maximum peak strain energy density along the interface, as defined by Achenbach and Zhu (1990). In each case, we plot the relationship between the new parameter h ^*and the aspect ratio of the ellipse. This gives significant and valuable information regarding the failure of the interface using two established failure criteria.     

各向异性平板开孔动应力集中问题的研究

采用各向异性平板弯曲波动理论及摄动方法，对正交各向异性平板开孔弯曲波的散射及动应力集中问题进行了分析研究，得到了此种平板稳态弯曲波动问题的渐近形式的分析解。同时采用保角映射技术，为求解正交各向异性平板开孔弹性波的散射及动应力集中问题提供了一种统一规范的方法。     

界面端应力奇异性与复合材料界面剪切强度细观实验分散性分析

复合材料细观实验方法主要有纤维拔出、纤维压力、纤维段裂和微球脱粘实验等四种；但这四种试验得到的界面剪切强度结果存在很大的分散性。虽经三十余年的研究和改进，仍未能消除。为研究分散性产生的原因，本文以轴对称界面端应力奇异性分析为基础，推导出求解四种试件界面端的特征值的特征方程，并给出了特征值随Dundurs常数的变化情况，由此发现用相同的纤维和基体制作的四种试件在界面端存在奇异性不同的应力场，从而阐明了四种界面剪切强度试验结果巨大分散性的产生原因在于纤维和基体间界面处的应力奇异性。     

Stress State of an Orthotropic Electroelastic Medium with an Arbitrarily Oriented Elliptic Inclusion*

International Applied Mechanics - The problem of electric and stress state in an orthotropic electroelastic space containing an arbitrarily oriented ellipsoidal inclusion under homogeneous force...     

颗粒增强复合材料的椭圆形刚性夹杂呈双周期分布模型的反平面问题研究

在遵循复合材料中各夹杂相互影响的重要条件下,构造呈双周期分布且相互影响的椭圆形刚性夹杂模型的复应力函数,采用坐标变换和复变函数的依次保角映射方法,达到满足各个夹杂的边界条件,利用围线积分将求解方程化为线性代数方程,推导出了在无穷远双向均匀剪切,椭圆形刚性夹杂呈双周期分布的界面应力解析表达式,最后的算例分析给出了夹杂的形状对界面应力最大值(应力集中系数)的影响规律,并描绘出了曲线.