正交异性体某些断裂动力学问题

首先对具有任意自相似指数的正交异性弹性动力学问题推导了解的一般表示,给出了一般解法,然后用这一方法对若干具体问题进行求解,利用本文方法可以迅速将所论问题化为半平面上的Ｒｉｍａｎｎ－Ｈｉｌｂｅｒｔ问题,并可以相当简单地得到问题的闭合解。     

正交异性复合材料界面上反平面动态自相似扩展裂纹问题的解

采用复变函数论的方法，对复合材料界面上的裂纹扩展问题进行研究。并根据任意的自相似指数的断裂动力学问题，进行自相似求解，导出解析解的一般表示。应用该法可以迅速地将所论问题转化为Riemann-Hil-bert问题，并可以相当简单地得到问题的闭合解。文中分别对裂纹中心受阶跃载荷，裂纹面受到瞬时脉冲载荷作用下的界面裂纹扩展问题进行求解。得到了裂纹的位移。尖端的应力和动态应力强度因子的解析解。应用该解并通过叠加原理。就可以很容易的求得任意复杂问题的解。     

反平面动态扩展裂纹问题的研究

应用复变函数论，对反平面动态扩展裂纹问题进行了研究。通过自相似函数的方法可以获得若干问题的解析解。应用该法可以迅速地将所论问题转化为Riemann-Hilbert问题，并可以相当简单地得到问题的闭合解。通过叠加原理利用这些解，就可以求得任意复杂问题的解。     

不同正交异性材料界面上的扩展裂纹问题

本文用复变函数论的方法,对在不同正交异性材料结合面上扩展的具有任意自相似指数的断裂动力学问题,导出了解的一般表示,给出了一般解法.应用本文方法可以迅速将所论问题化为Riemann-Hilbert问题,并可以相当简单的得到问题的闭合解.作为实例,文中对若干问题进行了求解.利用本文解,通过叠加,可以求得任意复杂载荷问题的解析解.     

Ⅲ型界面裂纹面受变载荷Pxmtn作用下的自相似解

通过复变函数论的方法，对Ⅲ型界面裂纹表面受变载荷$Px^mt^n$作用下的动态扩 展问题进行了研究. 采用自相似函数的方法可以获得解析解的一般表达式. 应用 该法可以很容易地将所讨论的问题转化为Riemann-Hilbert问题, 然后应 用Muskhelishvili方法就可以较简单地得到问题的闭合解. 利用这些解 并采用叠加原理，就可以求得任意复杂问题的解.     

冲击下两种正交异性材料界面上的扩展裂纹问题

本文给出了正交异性体反平面问题波动方程的函数不变解。基于这个解,文中导出了具有任意自相似指数的正交异性体反平面弹性动力学问题的一般解。变量t的任意连续函数在任意闭域中都可以用t0ln的多项式来一致地逼近。利用复变函数理论,我们将不同正交异性材料界面上受t0ln型及1（l）型载荷作用的扩展裂纹问题化为解析函数论中的Keldysh-Sedov混合问题。并给出了这类问题的闭合解。     

动态扩展裂纹的若干反平面问题的研究

采用复变函数论，对反平面条件下的动态裂纹扩展问题进行研究。通过自相似函数的方法可以获得解析解的一般表达式。应用该法可以很容易地将所讨论的问题转化为Riemann—Hilbert问题，并可以相当简单地得到问题的闭合解。文中分别对裂纹面受均布载荷、坐标原点受集中增加载荷、坐标原点受瞬时冲击载荷以及裂纹面受运动集中载荷Px／t作用下的动态裂纹扩展问题进行求解，得到了裂纹扩展位移、裂纹尖端的应力和动态应力强度因子的解析解。应用该解并通过叠加原理，就可以求得任意复杂问题的解。     

一种处理弹性动力边界元法中奇异积分的方法

利用边界元法求解瞬态弹性动力学问题时，时域基本解函数的分段连续性和奇异性为该问题的求解带来很大的困难。为了解决时域基本解中的奇异性问题，本文依据柯西主值的定义，对经过时间解析积分之后的时域基本解进行奇异值分解，将其分成奇异和正则积分两部分；其中正则部分可通过采用常规高斯积分方法来计算，而奇异部分具有简单的形式，可以利用解析积分计算。经过上述操作之后，就可以达到直接消除时域基本解中奇异积分的目的。和传统方法相比，本文方法并不依赖静力学基本解来消除奇异性，是一种直接求解方法。最后给定两个数值算例来验证本文提出方法的正确性和可行性，结果表明使用本文算法可以解决弹性动力学边界积分方程中的奇异性问题。     

非对称Ⅲ型界面裂纹扩展的动态问题

通过复变函数论的方法,对非对称Ⅲ型界面裂纹扩展的动态问题进行了研究.采用自相似函数的方法可以轻易地将所论问题转化为Riemann-Hilbert问题,并求得了裂纹坐标原点分别受到变载荷Pt/z,Px3/t2作用下的解析解的一般表达式.通过Muskhelishvili方法可以相当简单地得到问题的闭合解.利用这些解并采用叠加原理.可以求得任意复杂问题的解.     

非对称III型界面裂纹扩展的动态问题

通过复变函数论的方法,对非对称Ⅲ型界面裂纹扩展的动态问题进行了研究.采用自相似函数的方法可以轻易地将所论问题转化为Riemann-Hilbert问题,并求得了裂纹坐标原点分别受到变载荷$Pt/ x$, $Px^3 /t^2$作用下的解析解的一般表达式.通过Muskhelishvili方法可以相当简单地得到问题的闭合解. 利用这些解并采用叠加原理,可以求得任意复杂问题的解.      

Self-Similar Solutions of Fracture Dynamics Problems on Axially Symmetry

ＩｎｔｒｏｄｕｃｔｉｏｎＣｏｍｐｏｓｉｔｅｍａｔｅｒｉａｌｓａｒｅａｌｍｏｓｔｍａｄｅｕｐｏｆｆｉｂｅｒａｎｄｍａｔｒｉｘｗｉｔｈａｎｉｓｏｔｒｏｐｉｃｍａｃｒｏｓｔｒｕｃｔｕｒｅ ,ｗｈｏｓｅｖａｒｉｏｕｓｓｔｒｕｃｔｕｒｅｓａｒｅｅａｓｙｔｏａｐｐｅａｒａｐｅｎｎｙ＿ｓｈａｐｅｄｍｉｃｒｏｃｒａｃｋｉｎｔｈｅｐｒｏｃｅｓｓｏｆｔｈｅｉｒｗｏｒｋ.Ｗｈｅｎｉｔｅｘｔｅｎｄｓｇｒａｄｕａｌｌｙ ,ｔｈｅｓｔｒｕｃｔｕｒｅｗｉｌｌｌｅａｄｔｏｄｅｓｔｒｕｃｔｉｏｎ .Ｉｔｉｓｗｅｌｌ＿ｋｎｏｗｎｔｈａｔ…     

A class of solutions of the boundary layer equations

Exact solutions of the boundary layer equations can be obtained in closed form only in rare cases. These generally involve self-similar solutions for which the corresponding ordinary differential equation can be integrated exactly. In this paper solutions of more general form, containing additive functions of the longitudinal x coordinate in the expression's for the stream function and the self-similar variable, are considered in relation to two-dimensional steady boundary layers. This makes it possible to enlarge the class of problems whose solutions are analytic expressions and in a number of cases can be obtained in the form of expressions containing arbitrary functions of x, which makes possible various interpretations of the solution. In order to introduce arbitrary functions into the solutions of the equations of the axisymmetric boundary layer the problem is reduced to an overdetermined system of ordinary differential equations. This method is also capable of being applied more widely.Translated from Izvestiya Akademii Nauk SSSR, Mekhanika Zhidkosti i Gaza, No. 2, pp. 45–51, March–April, 1990.     

Spacetime dimensional analysis and self-similar solutions of linear elastodynamics and cohesive dynamic fracture

We present a dimensional analysis and self-similar solutions for linear elastodynamics with extensions to dynamic fracture models based on cohesive traction–separation relations. We formulate the problem using differential forms in spacetime and show that the scaling rules expressed in terms of forms are simpler and more uniform than those obtained for tensor representations of the solution. In the extension to cohesive elastodynamic fracture, we identify and study the influence of certain intrinsic cohesive scales on dynamic fracture behavior and describe a fundamental set of nondimensional groups that uniquely identifies families of self-similar solutions. We present numerical studies of the influence of selected nondimensional parameters on dynamic fracture response to verify the dimensional analysis, including the identification of the fundamental set for cohesive fracture mechanics. We show that distinct values of a widely-used nondimensional quantity can produce self-similar solutions. Therefore, this quantity is not fundamental, and it cannot parameterize dynamic, cohesive-fracture response.     

Mode I crack tips propagating at different speeds under differential surface tractions

By application of the theory of complex functions, mode I crack tips propagating at different speeds under differential surface tractions were researched. Analytical solutions are attained by the approaches of self-similar functions. The problems considered can be facilely transformed into Riemann–Hilbert problems and their closed solutions are obtained rather straightforward by this method.     

Self-similar problems of elastic contact for non-convex punches

Self-similar problems of contact for non-convex punches are considered. The non-convexity of the punch shapes introduces differences from the traditional self-similar contact problems when punch profiles are convex and their shapes are described by homogeneous functions. First, three-dimensional Hertz type contact problems are considered for non-convex punches whose shapes are described by parametric-homogeneous functions. Examples of such functions are numerous including both fractal Weierstrass type functions and smooth log-periodic sine functions. It is shown that the region of contact in the problems is discrete and the solutions obey a non-classical self-similar law. Then the solution to a particular case of the contact problem for an isotropic linear elastic half-space when the surface roughness is described by a log-periodic function, is studied numerically, i.e. the contact problem for rough punches is studied as a Hertz type contact problem without employing additional assumptions of the multi-asperity approach. To obtain the solution, the method of non-linear boundary integral equations is developed. The problem is solved only on the fundamental domain for the parameter of self-similarity because solutions for other values of the parameter can be obtained by renormalization of this solution. It is shown that the problem has some features of chaotic systems, namely the global character of the solution is independent of fine distinctions between parametric-homogeneous functions describing roughness, while the stress field of the problem is sensitive to small perturbations of the punch shape.     

Steady crack propagation followed by non-steady growth—Mode I solution

A mode I crack moves under steady-state conditions. At some time instant the velocity of propagation changes in some arbitrary way. By use of known solutions to other elastodynamic crack problems, the stress-intensity factor for this non-steady growth is obtained. It is given in the form of convolution integrals over quantities known from the steady-state solution. For the case of a momentaneous velocity jump an explicit equation is derived. Generalization of the results to the problem of arbitrary growth after an initial self-similar propagation is outlined.     

Dynamic propagation problems concerning surfaces of asymmetrical mode Ⅲ crack subjected to moving loads

With the theory of complex functions, dynamic propagation problems concerning surfaces of asymmetrical mode Ⅲ crack subjected to moving loads are investigated. General representations of analytical solutions are obtained with self-similar functions. The problems can be easily converted into Riemann-Hilbert problems using this technique. Analytical solutions to stress, displacement and dynamic stress intensity factor under constant and unit-step moving loads on the surfaces of asymmetrical extension crack, respectively, are obtained. By applying these solutions, together with the superposition principle, solutions of discretionarily intricate problems can be found.