动车组MR-139型接地电阻的阻抗特性

动车组采用的MR-139型接地电阻在常温直流下为0．5欧姆纯阻型器件，能够保障动车组的良好接地，但在列车升降弓、主断路器动作等情况下，会产生高频高电压信号，对动车组车体形成电磁骚扰．本文针对MR139型接地电阻的高频特性展开研究，讨论了由于电阻器机械结构所引入的高频寄生参数，建立了该元件的高频等效电路模型，并简化出适合设计过程中预测计算的简化模型，设计了操作简单的测量方法，实现了在现场进行在线测试接地电阻的动态特性．     

Coordinated collision avoidance for connected vehicles using relative kinetic energy density

Vehicular collision often leads to serious casualties and traffic congestion, and the consequences are worse for multiple-vehicle collision. Many previous works on collision avoidance have only focused on the case for two consecutive vehicles using on-board sensors, which ignored the influence on upstream traffic flow. This paper proposes a novel coordinated collision avoidance (CCA) strategy for connected vehicles, which has potential to avoid collision and smooth the braking behaviors of multiple vehicles, leading to an improvement of traffic smoothness. Specifically, model predictive control (MPC) framework is used to formulate the CCA into an optimization problem, where the objective is to minimize the total relative kinetic energy density (RKED) among connected vehicles. Monte Carlo simulations are used to demonstrate the effectiveness of proposed CCA strategy by comparison with other two strategies. Among all the three control strategies, the RKED based control strategy shows the best performance of collision avoidance, including the best crash prevention rates (99.2 % on dry asphalt road and 90.5 % on wet asphalt road) and the best control of distance headways between vehicles.     

偏压荷载对箱型明洞受力影响及设计要点

为研究偏压荷载对箱型明洞结构受力影响，为该类明洞结构的设计提供理论依据，以某道路开孔箱型明洞工程为例，采用ANSYS有限元数值模拟方法进行计算分析,综合研究结果表明： 1）偏压回填箱型明洞靠山侧墙底部和外侧墙顶部受力较大，设计配筋时需要加强； 2）靠山侧墙背回填土侧压力对明洞结构受力影响较大，改善回填材料内摩擦角大小可以有效降低明洞结构内力，当内摩擦角增大到47°时最为经济； 3）可以通过在明洞洞顶回填EPE的方式减轻洞顶冲击荷载，降低明洞内力，最优回填厚度为0.9 m。     

FZy-CTC行调台封闭运行图人工修改实绩功能的开发

根据铁道部要求,FZy-CTC行调台开发实现了封闭运行图人工修改实绩功能,强化了列车报点的逻辑检查,对运输指挥和统计分析起到了很好的指导作用。     

Hydraulic retarders for heavy vehicles: Analysis of fluid mechanics and computational fluid dynamics on braking torque and temperature rise

Hydraulic retarders are auxiliary braking devices that reduce the velocity of a vehicle, particularly when a vehicle is driven downhill. Such velocity reduction could reduce the potential risk caused by brake failure caused by the service brake working for a long time and the temperature of the brake shoe becomes extremely high. This paper introduces the construction of the hydraulic retarder and proposes two mathematical models for the hydraulic retarder. The first mathematical model is deduced by using fluid mechanics, which is used to analyze the mechanism of how braking torque is produced and the key factors that can influence the value of the braking torque. The second mathematical model is deduced by using thermodynamics, which is used to quantify the heat produced by the hydraulic retarder. This research emphasizes that the flow rate and the average velocity of the working fluid in the working chamber mainly determine the braking torque of the hydraulic retarder. The flow rate into and out of the working chamber determines the temperature rise of the working fluid. Computational fluid dynamics (CFD) simulations are conducted with the Reynolds-averaged Navier-Stokes (RANS) and Shear Stress Transport (SST) turbulent models. Experiments are carried out to justify the two mathematical models and the CFD simulations. The results show that the mathematical models are capable of describing the force analysis and energy conversion of the hydraulic retarder and SST is more accurate for CFD simulation and the error is within 6 %.     

RJP高压旋喷法及冻结法在盾构接收端头的组合运用

为解决复杂周边环境及软弱富水地质条件下的盾构接收难题,以天津地铁5号线某车站盾构接收端头加固工程为例,提出RJP高压旋喷法+冻结法组合加固方法。结合理论计算和工程实际,给出RJP工法及冻结法的加固方案和工艺参数,并对冻土温度、地表及管线位移进行实测分析,得到如下结论： 1）同一测温孔中间位置温度低于两端,同一深度处内圈测温孔温度低于外圈,冻结壁由中间向两端、由内圈向外圈发展; 2）管线在土体冻结及解冻过程中均未发生明显位移,说明RJP工法改良土体可有效抑制冻结引起的冻胀融沉; 3）地表最大沉降17.4 mm,管线最大沉降6.2 mm,均满足位移控制要求,证明RJP工法及冻结法组合加固方案合理可行。     

国外常规潜艇AIP系统技术现状及发展趋势

本文论述了潜艇AIP系统的分类、基本原理、结构组成、技术特点及发展现状,对AIP系统的性能参数和国外AIP潜艇的装备现状进行了比较分析,介绍了FC/AIP系统的技术研究动态和发展方向,提出FC/AIP技术更符合未来常规潜艇超静音、大潜深、长续航力的发展趋势。     

风电基础运输船结构强度有限元分析

简述了风电基础运输船的结构设计,并主要叙述了风电基础运输船的结构强度有限元分析,应用LR的ShipRight对其屈服、屈曲强度进行分析评估,并依据结果对船舶结构形式进行了加强.直接计算中的工况载荷、分析结果及加强方案等,对大件运输船的结构设计有一定的参考价值.     

滩槽泥沙交换对长江口北槽深水航道回淤影响的分析

黏性细颗粒泥沙在潮汐水流中运动的主要特性之一是存在多种不同尺度的输运形态。就长江口而言,其中1~2 m近底水流驱动下的高浓度悬沙输运应加重视。现场观测表明,近底高浓度悬沙的生成与黏性细颗粒泥沙在潮汐水流中的沉降特性有关,其输运对航道回淤的影响表现为滩槽之间的泥沙交换。初步估计横向水体高浓度悬沙输运造成12.5 m深水航道中段2 000万~3 000万m~3的年回淤量是可能的。这可能是造成航道中段集中回淤的重要原因之一。     

一种新型系船柱的研究设计

用当前材料、铸造技术、设计方法检验已沿用30 a的传统系船柱的设计完备性,认为其有值得改进、优化之处。以650 kN系船柱为例,从系船柱的材料选择、几何造型、受力机理、数值模拟4个方面阐述一种新型系船柱的研究设计。新型系船柱在安全可靠度、使用及维护性能、感官效果方面均有较大幅度提高,且造价与同等级传统系船柱相当。