水力压裂中多裂缝间相互干扰力学分析

将复变函数理论与位错理论相结合 ,在考虑了裂缝表面有流体压力作用且裂缝间存在相互干扰的情况下 ,建立了无限大介质中裂尖应力强度因子的数学模型 ,利用该模型可对水力压裂中多裂缝间的相互干扰进行力学分析。假设裂缝沿着垂直于局部最大周向拉应力方向扩展 ,应用数值方法对所建立的数学模型求解 ,得到裂尖的应力强度因子及转角。数值计算结果表明 ,裂缝间存在相互干扰时所产生的剪切应力强度因子远远小于法向应力强度因子。当两个裂缝尖端垂向距离为零时 ,法向应力强度因子达到最大值。两个裂缝尖端没交叠之前裂缝基本沿着轴线扩展 ;当尖端交叠面积较小时 ,两裂尖偏离自己的轴线向避开对方的方向扩展 ;当尖端交叠面积较大时 ,两裂缝向靠拢对方的方向扩展 ,最终将贯通在一起     

课件环境下教学模型的研究

本文介绍了应用系统分析理论构建的课件环境下的教学模型。该模型通过评估法能有效地掌握学生的学习状况，从而调整教学策略。激发学生的学习热情，提高教学质量。     

The Effect of Strain Rate on Tensile Properties of Cotton Yarns

The effect of strain rate on tensile properties of cotton yarns is analyzed using the standard linear solid model. The tensile curve, breaking strength and work of rupture of the yarns under different strain rate are calculated. A good correlation exists between the experiment results and theoretical anticipations.     

Optimal Dispatching of Large—scale Water Supply System

This paper deals with the use of optimal control techniques in large-scale water distribution networks. According to the network characteristics and actual state of the water supply system in China, the implicit model, which may be solved by utilizing the hierarchical optimization method,is established. In special, based on the analyses of the water supply system containing variable-speed pumps, a software tool has been developed successfully. The application of this model to the city of Shenyang (China) is compared to experiential strategy. The results of this study show that the developed model is a very promising optimization method to control the large-scale water sup-ply systems.     

Investigation on the Cause of Excessive Vibration of an Offshore Platform

0　IntroductionWiththeexploitureanddrillingforoceanre source,offshore platformsaremost prolificandprevalentintheoffshoreindustrytoday .Asthefun damentalinstallationsofdevelopmentofoceanre sources ,designingrequirementsofoffshoreplatformsarebecomingmoreandmoreimportant.Underenvironmentalloadsduetowind ,cur rent ,waveandevenseismicprotectionattack ,off shoreplatformsinevitablyvibrateduringtheirlife time .While ,foranormalconditionthisvibrationissmallandtheoccupantsontheplatformdon tsenseitatall.…     

Dynamical framework with blocking topography coordinates for atmospheric GCM and its validation

The dynamical framework with Blocking Topography Coordinates (hereafter, BTC), which is suited to handle the steep topography for the atmospheric general circulation models, is presented in this paper, together with its validation results. The integral properties of both the differential and finite-difference equations for the BTC dynamical core are: gross mass conservation, quadratic conservation for advection terms, Coriolis force does not change the kinetic energy, conservation of total available energy. The improved nonlinear iteration scheme is utilized for the time-integration. The energy conservation for BTC dynamical core is validated by using the integration results from 9-layer and 21-layer version respectively. Comparison results show that, the changes of the kinetic energy and total available potential energy during the integration are quite close for both the BTC dynamical framework and the dynamical framework of IAP 9-level and IAP 21-level AGCM, and this may suggest that the BTC dynamical core can be used for long-term integration with good computational stability. Furthermore, the BTC dynamical core has the advantage over the terrain following (sigma) coordinates in its better representation of the influence of the large-scale topography on the atmospheric general circulation. Finally, the correctness and reasonableness of the BTC dynamical core has been further proved by the numerical simulation of the topography influence on the quasi-stationary planetary wave with 21-layer version of BTC dynamical framework.     

企业技术创新的关键在于企业与科技人员互动

企业技术创新要求企业与科技人员合作 ,合作的基础是利益诱导。在分析了企业与科技人员的利益目标差异的基础上 ,用一个抽象的组合激励理论模型 ,说明了两者“双赢”的行为选择 ,为推动企业技术创新提供了一种思路。     

两类素数之分解式及其惟一性

作为近代数论中两个非常重要的和———Gauss和与Jacobi和———的应用之一,有结论:形如4k+1的素数可写成两整数的平方和;形如3k+1的素数可写成两整数的平方和与其积之差,并对分解式的惟一性进行了讨论.     

基于图像分析的实验模型变形场量测标点法

在模型观测面上 ,通过设置嵌入式彩色标点 ,在实验各阶段利用数码相机拍摄照片 ,然后应用数字图像处理技术 ,识别并比较每一实验阶段的标点坐标 ,利用有限元中常用的四边形等参变换的方法将测点图像空间坐标转换为模型空间坐标 ,实现了图像校准和变形计算 .开发了一套应用软件系统 ,用于数字图像标点识别分析和结果数据的可视化处理 ,精度检验实验结果表明测点位移识别均方误差为 0 .14～ 0 .5 2个像素 ,相当于模型观测范围的 5 / 10 0 0 0 0～ 1.5 / 10 0 0 0 .最后给出一个在粘土地基承载力模型实验中的应用实例     

钢闸门结构时变刚度模型及其可靠度评估

基于可靠性原理，建立了水工钢闸门结构正常使用极限状态刚度可靠度分析的极限状态方程，提出了钢闸门结构刚度可靠度分析的3种计算模式．对影响钢闸门结构构件刚度衰减的主要因素——钢材锈蚀进行了统计分析，得到了锈蚀规律，并进一步分析得到了闸门构件刚度的衰减模型．以受弯构件为例，采用JC法对其刚度可靠指标进行了计算分析．结果表明，其刚度可靠指标满足结构可靠性总原则的要求，且露顶门的刚度可靠指标大于潜孔门的刚度可靠指标，从而初步确定了现行水工钢闸门设计规范正常使用极限状态的刚度目标可靠指标。