Anti-Plane Elasticity Problem and Mode Ⅲ Crack Problem of Cubic Quasicrystal

The fracture theory of cubic quasicrystal was developed. The exact analytic solution of a Mode Ⅲ Griffith crack in the material was obtained by using the Fourier transform and dual integral equations theory, and so the displacement and stress fields, the stress intensity factor and strain energy release rate were determined. The results show that the stress intensity factor is independent of material constants, and the strain energy release rate is dependent on all material constants. These provide important information for studying the deformation and fracture of the new solid material.

A PENNY-SHAPED CRACK IN A TRANSVERSELY ISOTROPIC PIEZOELECTRIC SOLID:MODES Ⅱ AND Ⅲ PROBLEMS

An exact analysis of the modes Ⅱ and Ⅲ problems of a penny- shaped crack in a transversely isotropic piezoelectric medium is performed in this paper.The potential theory method is employed based on the general solution of three-dimensional piezoelasticity and the four harmonics involved are represented by one complex potential.Previous results in potential theory are then utilized to obtain the exact solution that is expressed in terms of elementary functions.Comparison is made between the current results with those published and good agreement is obtained.

General forms of elastic-plastic matching equations for mode-Ⅲ cracks near crack line

Crack line analysis is an effective way to solve elastic-plastic crack problems. Application of the method does not need the traditional small-scale yielding conditions and can obtain sufficiently accurate solutions near the crack line. To address mode- Ⅲ crack problems under the perfect elastic-plastic condition, matching procedures of the crack line analysis method axe summarized and refined to give general forms and formulation steps of plastic field, elastic-plastic boundary, and elastic-plastic matching equations near the crack line. The research unifies mode-III crack problems under different conditions into a problem of determining four integral constants with four matching equations. An example is given to verify correctness, conciseness, and generality of the procedure.

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.

Dislocation distribution model of mode Ⅲ propagation crack

Dislocation distribution functions of the edges of mode Ⅲ propagation crack subjected to three types of loads were studied by the methods of the theory of complex variable functions,by which,the problems researched were facilely transformed into Riemann-Hilbert problems and Keldysh-Sedov mixed boundary value problems. Analytical solutions of stresses,displacement and dynamic stress intensity factor were obtained by the measures of the theory of self-similar functions and corresponding differential and integral operation. In terms of the relationship between dislocation distribution functions and displacements,analytical solutions of dislocation distribution functions were obttained,and variational rules of dislocation distribution functions were depicted.

Field structure at mode Ⅲ dynamically propagating crack tip in elastic-viscoplastic materials

An elastic-viscoplastic mechanics model is used to investigate asymptotically the mode Ⅲ dynamically propagating crack tip field in elastic-viscoplastic materials. The stress and strain fields at the crack tip possess the same power-law singularity under a linear-hardening condition. The singularity exponent is uniquely determined by the viscosity coefficient of the material. Numerical results indicate that the motion parameter of the crack propagating speed has little effect on the zone structure at the crack tip. The hardening coefficient dominates the structure of the crack-tip field. However, the secondary plastic zone has little influence on the field. The viscosity of the material dominates the strength of stress and strain fields at the crack tip while it does have certain influence on the crack-tip field structure. The dynamic crack-tip field degenerates into the relevant quasi-static solution when the crack moving speed is zero. The corresponding perfectly-plastic solution is recovered from the linear-hardening solution when the hardening coefficient becomes zero.

Asymmetrical dynamic propagation problems on mode III interface crack

By the application of the theory of complex functions, asymmetrical dynamic propagation problems on mode Ⅲ interface crack are studied. The universal representations of analytical solutions are obtained by the approaches of self-similar function. The problems researched can be facilely transformed into Riemann-Hilbert problems and analytical solution to an asymmetrical propagation crack under the condition of point loads and unit-step loads, respectively, is acquired. After those solutions were used by superposition theorem, the solutions of arbitrarily complex problems could be attained.

THE THREE-DIMENSIONAL STRESS INTENSITY FACTOR UNDER MOVING LOADS ON THE CRACK FACES

The dynamic stress intensity factor history for a half plane crack in an otherwise unbounded elastic body,with the crack faces subjected to a traction distribution consisting of two pairs of combined mode point loads that move in a direction perpendicular to the crack edge is considered.The analytic expression for the combined mode stress intensity factors as a function of time for any point along the crack edge is obtained.The method of solution is based on the application of integral transform together with the Wiener-Hopf technique and the Cagniard-de Hoop method. Some features of the solution are discussed and graphical results for various point load speeds are presented.

混凝土Ⅲ型裂缝动静力损伤断裂分析

本文把混凝土的动静力损伤本构模型通过应变等价性假设引入到线弹性断裂力学中，推出了混凝土Ⅲ型裂缝在动静力荷载作用下缝端附近的损伤场，给出了相应的判据，实现了损伤与断裂的耦合分析，为把损伤理论应用到混凝土断裂分析中提供了一条可行的途径。文末还给出了混凝土Ⅲ型裂缝允许损伤尺度的估计值。

Ⅲ型裂纹弹塑性场在裂纹线附近匹配方程的一般形式

针对理想弹塑性Ⅲ型裂纹问题,对线场分析方法的步骤和匹配过程进行了凝练和归纳,给出了裂纹线附近塑性场、弹塑性边界、弹塑性匹配方程的一般形式及其一般求解步骤,将不同条件下的Ⅲ型裂纹问题归结为由4个匹配方程确定4个待定常数,并通过一个具体问题,验证了这一方法的正确性、简明性和通用性.

相变增韧陶瓷Ⅲ型裂纹增韧分析

本文采用压力敏感相变准则和权函数法对相变增韧陶瓷Ⅲ型裂纹的增韧效应进行了理论预测,分别给出了静止裂纹和定常扩展裂纹相变塑性屏蔽的理论表达式。结果表明:相变体积膨胀对增韧无贡献,裂尖屏蔽来自于晶格剪切和裂纹扩展尾区的贡献。

含半无限长裂纹压电材料的Ⅲ型强度因子

研究了含半无限长裂纹压电材料在平面内电场和反平面荷载作用下的问题 ,得到了满足拉普拉斯方程、裂纹面边界条件的位移函数解和电势函数解及电弹场的基本解 ,并得到了应力、应变、电位移强度因子和能量释放率。研究结果表明 ,在裂尖 ,电场强度没有奇异性 ,而应变、应力、电位移具有奇异性。

Ⅲ型界面裂纹的非对称动态扩展问题

采用复变函数论的方法,对Ⅲ型界面裂纹的非对称动态扩展问题进行了研究.通过自相似函数的方法可以获得解析解的一般表达式.应用该法可以迅速地将所论问题转化为Riemann-Hilbert问题,并求得了非对称扩展裂纹分别在集中载荷、阶跃载荷作用下的解析解.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.

压电陶瓷带形中Ⅲ型裂纹的精确分析解

分析无限长压电带形中的Ⅲ型裂纹问题．主要讨论了在带形边界受四种机电组合载荷情况下裂纹位于带形中平面上的情形．通过积分变换,与其相应的复合边值问题分别转化为对偶积分方程组．使用对偶积分方程的熟知结果,获得了裂纹线上电弹性场的明显的解析表达式及在裂尖处一些量的强度因子和能量释放率公式．与已知的近似解比较,所得结果是以封闭形式给出的精确解．

裂纹稳态扩展下正交异性材料的动应力强度因子K_(Ⅲ)解答

研究了无限大正交异性材料中半无限长Ⅲ型裂纹的动态扩展问题。裂纹尖端附近的应力和位移被表达为解析复函数的形式,而复函数可以表达为幂级数的形式,幂级数的系数由研究问题的边界条件来确定。这样就给出了裂纹尖端附近的应力分量和位移分量的简单近似表达式,由推导出的动应力分量和动位移分量可以退化为其在各向同性材料静态断裂问题中的情况。最后,裂纹扩展特性由裂纹几何参数和裂纹扩展速度来反映出来,相同的几何参数情况下,裂纹扩展愈快,裂纹尖端附近的最大应力分量和最大位移分量愈大。

条形压电材料和弹性材料Ⅲ型界面裂纹分析

采用Schm idt方法研究条形压电材料和弹性材料的界面Ⅲ型裂纹问题,主要探讨条形压电材料和弹性材料受反平面剪应力和平面电位移作用的情形;通过Fourier积分变换和界面裂纹位移差的车贝雪夫多项式假设,并利用Schm idt方法得到数值解,结果显示应力强度因子与材料厚度、裂纹尺寸及电位移有关。

Ⅲ型运动裂纹在两种边界条件下的位错分布函数

通过应用复变函数理论,对Ⅲ型运动裂纹面受均布载荷、运动集中变载荷作用下的断裂动力学问题分别进行了研究。采用自相似函数的方法可以将所讨论的问题转化为Riemann-Hilbert问题,然后应用Muskhelishvili方法就可以得到运动裂纹的应力、位移和应力强度因子的解析解。利用位错分布函数和位移的关系,求得了位错分布函数的解析解,并描述了位错分布函数的变化规律。

Ⅲ型界面裂纹面受变载荷Px^mt^n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Pxmtn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．

粘弹性材料Ⅲ型动态扩展裂纹尖端场

建立了粘弹性材料Ⅲ型动态扩展裂纹的力学模型 ,求得了裂纹尖端应力、应变和位移分离变量形式的渐近解 .当粘性幂指数n≤ 3时 ,(σ ,ε) ∝r-1/2 ;当n >3时 ,(σ ,ε) ∝r-1/(n-1) ;当n→∞时 ,应力、应变场的奇异性消失 .裂尖场主要受粘性幂指数n和马赫数M控制 ,当M→ 0时 。

岩石Ⅲ型裂纹尖端应力场及塑性区的研究

依据线弹性断裂力学的基本分析方法，分析了岩石Ⅲ型裂纹尖端的主应力和主应变场，并且探讨了裂纹尖端塑性区的形状及大小，给出了求解岩石Ⅲ型裂纹应力场及塑性区的表达式。