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 anotherwise unbounded elastic body,with the crack faces subjected to a tractiondistribution consisting of two pairs of combined mode point loads that move in adirection perpendicular to the crack edge is considered.The analytic expression for thecombined mode stress intensity factors as a function of time for any point along thecrack edge is obtained.The method of solution is based on the application of integraltransform 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 loadspeeds are presented.     

测量精磨玻璃表面破坏层深度的侧面观测法

本文主要介绍用侧面观测法测量精磨玻璃表面破坏层深度的试件制做、测试仪器；对精磨裂纹也做了一定的分析。     

Stress intensity factors for corner cracks at a hole under remote tension

The three-dimensional weight function method recently developed by the authors is used to determine stress intensity factors for two symmetric quarter-elliptical corner cracks at a hole in a wide finite-thickness plate subjected to remote tensile loading. The geometry parameters considered arer/t=0.5, 1, 2;a/c=0.2, 0.5, 1, 2;a/t=0.2, 0.5 withinc/r=2. The results are compared, where possible, with other solutions available in the literature. Generally good agreement is observed. The effect of an approximation of the two-dimensional unflawed stress distribution on the accuracy of stress intensity factors by the weight function method is discussed.     

Grid method: Application to the characterization of cracks

In this paper we present an application of the grid method to the assessment of crack initiation and growth in brittle materials. It is shown that a grid deposited on the surface of a structure can be utilized to characterize the crack location and opening. Furthermore, one single picture only is required to carry out a control over a predefined area. First, the principle of the method is introduced, showing that a periodical pattern encoding a cracked surface can be analyzed by signal processing. The phase modulation of the grid can be calculated very accurately for any small deformation of the structure. Discontinuities due to cracks are easily detected on the phase field and the crack width is proportional to the amplitude of the discontinuity. Secondly, the performances of the method are presented, mainly depending on the spatial frequency of both the pattern and the sampling. It is shown that good results can generally be obtained with few setting difficulties and equipment investment. Finally, we sum up some basic recommendations for the practical use of the technique.     

多材料交接点裂纹无摩擦奇性应力场

在文献「１」基础上，针对工程中难于求解的多材料交接点裂纹尖应力奇性分析问题，在于哈密顿原理，通过分离变量与共轭辛本征函数地求解，利用材料间的界面连接条件与坐标变换关系，建立了应力奇性与本征函数求解的解析表达式。由于采取裂纹面接触区模型，因而不再发生振荡奇异性。     

基于紧凑拉伸剪切结构的复合型疲劳裂纹扩展研究

针对含I-II型复合裂纹的紧凑拉伸剪切(CTS)试样,研究了不同加载角度下的裂纹扩展路径及裂纹扩展寿命,通过实验数据给出了适宜于CTS试样的等效应力强度因子关系式,并基于此提出了一种新的I-II型复合裂纹扩展模型。研究表明,CTS试样的裂纹沿与加载方向近垂直的方向扩展,基于Tanaka公式的等效应力强度因子更适合于本文CTS试件的裂纹扩展寿命评估。当加载角度处于0°~45°之间时,提出的复合型裂纹扩展模型预测误差控制在5.49%之内,验证了分析模型的可行性和准确性。     

扩展裂纹尖端奇异场的实验研究

用云纹方法测量了 LY12-M 铝材,双边裂纹试件、扩展裂纹沿 x和y方向位移场u_x,u_y。实验的裂纹尖端奇异场与 GH 理论奇异场进行了比较。两者偏差在±10％范围内,得到实验的 GH 奇异场范围与形状。实验证明:扩展裂纹尖端场有(lnA/r)~(α+1)奇异主导区。该主导区形状由腰子形向扁圆、圆形过渡,接近裂纹扩展时形状不规则。在 GH 主导区内,裂纹尖端附近有一个三维贲形,材料损伤区。在该区内 GH 奇异性不存在。     

INTERFACIAL CRACK ANALYSIS IN THREE-DIMENSIONAL TRANSVERSELY ISOTROPIC BI-MATERIALS BY BOUNDARY INTEGRAL EQUATION METHOD

The integral-differential equations for three-dimensional planar interfacial cracks of arbitrary shape in transversely isotropic bimaterials were derived by virtue of the Somigliana identity and the fundamental solutions, in which the displacement discontinuities across the crack faces are the unknowns to be determined. The interface is parallel to both the planes of isotropy. The singular behaviors of displacement and stress near the crack border were analyzed and the stress singularity indexes were obtained by integral equation method. The stress intensity factors were expressed in terms of the displacement discontinuities. In the non-oscillatory case, the hyper-singular boundary integral-differential equations were reduced to hyper-singular boundary integral equations similar to those of homogeneously isotropic materials.     

氧化锆陶瓷的摩擦磨损行为与机理

氧化锆陶瓷的工程应用前景广阔，在许多场合都必须与水或水溶液接触，但有关这种陶恣在水中的摩擦磨损行为和机理的研究报道不多见，而且已有的工作也不够深入。因此，对氧化锆陶瓷分别在水润滑和干摩擦下的摩擦学特性及其磨损机理进行了考察。     

三维裂纹体应力强度因子的计算

本文采用塌缩三棱柱形奇异单元的位移计算应力强度因子，给出了一个新的全三维外推公式，它是Ｃｈｅｎ和Ｋｕａｎｇ公式〔１３〕的全三维推广，特例证明，它的精度比Ｉｎ－ｇｒａｆｆｅａ和Ｍａｎｕ的公式〔８〕高一阶。数值计算表明，结果稳定和对单元尺寸改变不敏感