Effect of vibration on the stability of a plane displacement front in a porous medium

The effect of linearly polarized vibration on the stability of a plane displacement front in a porous medium is studied. The problem of the stability of the motion of a plane displacement front traveling at a constant velocity U under the action of vibration normal to the front is considered. It is shown that under the action of vibration the dynamics of the plane displacement front can be described by the Mathieu equation with a dissipative term. Using the standard averaging method, in the case of high-frequency vibration it is revealed that vibration can only increase the stability of the system. It is found that the vibration stabilizes the plane displacement front with respect to part of the perturbation spectrum.     

牛膝关节软骨的摩擦行为研究

采用UMT．2型微观多功能测试系统，在试验环境为牛血清，法向加载应力0．8MPa，加载时间从5s到60min变化条件下分别测定了牛膝关节软骨在静态加载和滑行时的法向位移以及滑行时的摩擦系数．结果表明：上、下软骨间的法向位移与加载时间呈非线性增加；滑行时法向位移影响软骨间摩擦系数，启动摩擦系数高于平坦滑行过程中的摩擦系数；滑行速率对软骨摩擦系数的影响较小，加载时间越长，法向位移越大，所对应的启动摩擦系数越大；加载时法向位移和滑行时启动摩擦系数具有类似的变化趋势．     

后验概率算法用于位移场的确定

提出了一种基于贝叶斯最大后验估计算法确定固体表面位移场的方法。在图像处理过程中，把位移看作随机变量，首先建立贝叶斯模型，对变形前数字图像中的一个像素点，选定变形前后两幅数字图像中对应的圆形子区，将两子区所对应的所有可能位移逐一代入贝叶斯后验概率公式进行计算，使后验概率最大的位移值就是所求该点的位移。在得到整像素位移之后，引入亚像素重建技术，确定图像的精确位移场。本文通过计算机数字模拟实验和实物标准位移实验，验证了该方法的可行性，并得到了0．02pixel的位移测量精度。     

动态电子散斑干涉法研究

使用瞬态图象采集技术，将模型受撞击前，后的电子散斑图象直接记录与存储在图象采集卡的帧存体中，从而实现了动态数字散斑干涉，测得了半限平面模型的面内位移场，实验值与动有限元计算结果很好的吻合。     

抽水引起的含水层水平应变──地裂缝活动新机理

基于Darcy -Gersevanov广义渗流关系式 ,本文首先导出了单井定流量抽水引起的泰斯承压含水层水平运动和应变解析表达式 ,并据此提出了抽水诱发地裂缝活动的含水层水平应变新机理 ,其主要观点为 :受井栅的约束阻挡作用 ,抽水活动将在含水层内部形成近井径向挤压区和远井径向拉张区两个应变区域 ,随着抽水时间的增长 ,近井径向挤压区将逐渐向外扩展 ;当地裂缝及其下伏断层或裂隙位于抽水活动引起的径向拉张应变区域时 ,地裂缝将出现加速活动 ;反之 ,当地裂缝处于抽水活动引起的径向挤压应变区域时 ,地裂缝活动反而受到抑制。上述地裂缝活动机理通过大同机车工厂现场抽水实验得到了初步证实。     

Immiscible Displacement in the Interacting Capillary Bundle Model Part II. Applications of Model and Comparison of Interacting and Non-Interacting Capillary Bundle Models

In the first part of this work (Dong et al., Transport Porous Media, 59, 1–18, 2005), an interacting capillary bundle model was developed for analysing immiscible displacement processes in porous media. In this paper, the second part of the work, the model is applied to analyse the fluid dynamics of immiscible displacements. The analysis includes: (1) free spontaneous imbibition, (2) the effects of injection rate and oil–water viscosity ratio on the displacement interface profile, and (3) the effect of oil–water viscosity ratio on the relative permeability curves. Analysis of a non-interacting tube bundle model is also presented for comparison. Because pressure equilibration between the capillaries is stipulated in the interacting capillary model, it is able to reproduce the behaviour of immiscible displacement observed in porous media which cannot be modelled by using non-interacting tube bundle models.     

Application of microline/grid methods to temperature dependent microscopic deformation and damage in CFRP laminates

Tensile tests of CFRP symmetric cross-ply laminates are carried out in a scanning electron microscope (SEM), and microscopic interlaminar deformation and damage near the transverse crack tip are visualized by microlines or microgrids printed on the specimen edge surface. The local deformation around the transverse crack tip is observed at 20°C, 80°C, 120°C and 160°C to evaluate the effect of thermal residual stress on the microscopic deformation and damage in the interlaminar region near the transverse crack tip. Temperature dependence of the axial crack opening displacement (COD) is also measured. The displacement field of the specimen edge surface obtained from these experimental results is compared with the theoretical model proposed by Lee, Allen and Harris. The analysis is modified to consider the temperature effect, and a good agreement is obtained between the modified theoretical predictions and experimental results.     

四节点四边形数值流形方法及其改进

本文对四节点四边形流形元提出了改进措施,将覆盖位移函数用自然坐标表示,使得在一般非规则有限数学覆盖网格下,数值积分变得比较容易,克服了现有四节点四边形流形单元数值积分困难的缺点。数值算例将其应用于复合材料数值模拟,计算结果表明,当覆盖位移函数采用完全一阶等参多项式时,计算精度较传统有限元法有很大改进。在力应集中或应力突变的区域,无需网格加密,只需提高覆盖位移函数的阶次即可。     

侧移土体被动桩成拱效应及主动侧土压力计算

采用三维数值模型模拟土体水平位移条件下被动桩的成拱效应。分析结果表明,被动桩的成拱效应和桩间距关系最为密切,桩间距较小时,侧移土体在桩周附近呈现出明显的土拱效应,应力等值线密集,相互连通成一整体,并向两端突出,桩间距增大时土拱效应减弱;随着作用于土体侧向荷载的增大,土拱效应增强,桩周应力区增大。在数值分析的基础上,以T.Itos土压力为依据,考虑土体的实际分层,探讨了考虑土拱效应的土压力计算方法,给出了被动桩计算模式,最后将简化方法与数值分析的桩侧土压力进行了对比。     

哈密顿体系在断裂力学Dugdale模型中的应用

利用平面扇形域哈密顿体系的方程，通过分离变量法及共轭辛本征函数向量展开法，以解析的方法推导出基于Dugdale模型的平面裂纹弹塑性解析元列式。将该解析元与有限元相结合，构成半解析的有限元法，可求解任意几何形状和荷载平板裂纹的Dugdale模型问题。数值计算结果表明本文方法对该类问题的求解是十分有效的，并有较高的精度。