Elasto-plastic modeling of soft soil considering degradation of stiffness

The stiffness has a large influence on the behavior of soils. Its value is affected by some of the soils properties, such as the over consolidated ratio(OCR), the effective normal stress, and the plasticity index etc. In this paper, the numerical modeling of soft soils was carried out using an improved elasto-plastic S-clay1 model accounting for degradation of stiffness. The relation between the stiffness and the shear strain was established based on a large number of experimental data. The effects of strain-dependent stiffness of normally consolidated soils and over consolidated soils on the stress-strain behavior were studied through a comparison of the simulations with the experimental results of undrained triaxial compression tests. The results show that the behaviors of soils can be well predicted with the improved constitutive model, particularly before the peak stress.     

Decomposing and Cluster Refinement Design Method for Application-Specific Network-on-Chips

Along with higher and higher integration of intellectual properties (IPs) on a single chip, traditional bus-based system-on-chips (SoC) meets several design difficulties (such as low scalability, high power consumption, packet latency and clock tree problem). As a promising solution, network-on-chips (NoC) has been proposed and widely studied. In this work, a novel algorithm for NoC topology synthesis, which is decomposing and cluster refinement (DCR) algorithm, has been proposed to minimize the total power consumption of application-specific NoC. This algorithm is composed of two stages: decomposing with cluster generation, and cluster refinement. For partitioning and cluster generation, an initial low-power solution for NoC topology is generated. For cluster refinement, the clustering is optimized by performing floorplan to further reduce power consumption. Meanwhile, a good tradeoff between power consumption and CPU time can be achieved. Experimental results show that the proposed method outperforms the existing work.     

东莞2号线整侧车门无法关闭故障分析与处理

文章分析了东莞2号线列车客室车门开关原理,针对整侧车门无法关闭故障,开展故障调查分析,并提出了一系列解决措施。经实践检验,措施合理有效。     

基于Ansys的矩形加筋平盖封头强度评定

将有限元方法与分析设计相结合,利用有限元分析软件Ansys对一种矩形加筋平盖封头进行强度评定。本文首先介绍瓶盖封头结构的改进。然后建立有限元模型,并进行应力求解。结果表明,此加筋平盖封头满足强度要求,与普通平盖封头相比,减小了平盖的厚度,降低了结构总重量,对平盖封头的结构改进设计具有一定指导作用。     

传感器智能芯片与阵列光纤对接平台运动顺序优化

从运动平台空间运动可能存在的720种运动顺序配置入手, 针对智能芯片与阵列光纤对接过程各运动单元产生的几何误差进行敏感性分析, 通过区分和归类各运动单元的敏感误差和不敏感误差, 将运动平台运动顺序配置数减少到90;考虑到运动平台各运动单元具有均匀分散、齐整可比的特性, 运用正交试验设计方法将敏感误差和不敏感误差确定为3个水平, 将6个运动单元确定为6个影响因素, 建立了对应的正交试验表, 得出了5条运动顺序配置的试验路径; 借助MATLAB仿真平台对5条运动顺序配置的试验路径进行了仿真试验, 获得了运动平台运动顺序最优配置; 在封装系统多自由度精密运动平台上进行了实测试验, 检验了仿真试验结果。试验结果表明: 传感器智能芯片与阵列光纤对接的运动平台在空间直角坐标系中最优的运动顺序为先沿横轴平动, 再绕横轴转动, 再绕纵轴转动, 最后沿纵轴平动; 该方法可优化光纤扫描雷达传感器智能芯片与阵列光纤对接的运动平台的空间运动顺序, 还可预测和规划其他多自由度运动平台的配准路径。      

STX4型驮背多功能运输车车体制造工艺

介绍了STX4型驮背多功能运输车的主要结构特点,分析了车体制造过程中的控制要点和难点,同时对制造难点提出了应对措施,有效保证了STX4型驮背多功能运输车的制造质量。     

基于居民出行时间价值的SP调查设计

不同城市和地区的居民出行时间价值研究方法各异,SP调查逐渐成为研究出行时间价值的重要手段。首先系统梳理SP调查的方法、设计、实施和特点。基于北京市第四次居民出行调查的SP分项调查,详细阐述SP调查的技术方案、实施方法、调查规模和抽样方式,重点分析SP调查方案的设计。基于均匀设计方法,采用SP调查和RP调查相结合的方案,通过确定影响因素、设定情景模式和主要参数,基于不同出行方式分别设计了SP调查表格和情景模式卡。通过对北京市SP调查相关实证分析,提出SP调查实施改进的对策建议。     

铑催化剂用水合三氯化铑的制备

水合三氯化铑是制备铑催化剂的关键原材料之一。随着化工及汽车行业的发展,对铑催化剂有了更多的需求,由此对水合三氯化铑的需求量越来越大。本文综述了当前铑催化剂的应用,以及其原材料水合三氯化铑制备技术的研究进展,并且展望了未来水合三氯化铑的制备技术。     

Application of digital image correlation method to in-situ dynamic strain measurement

Application of digital image correlation (DIC) method to determination of in-situ dynamic strain is presented in this study. Firstly, an integrative software is programmed based on the DIC algorithms and point-wise least-squares fitting technique. Then, simulated speckle images are generated to study the computational accuracy of this software. The experimental setup and procedures for measuring in-situ dynamic strain through both DIC and strain gauge are proposed. The DIC results are close to those measured by strain gauge. This fact reveals that DIC is a practical and effective tool for in-situ dynamic strain measurement. Finally, the full-field in-situ dynamic strain of another specimen is measured by DIC, and the overall distribution of the strain in the measurement area is clearly shown.