车用催化器起燃特性的评价方法

研究了国外在冷起动催化器起燃特性方面的现状，分析了冷起动特性评价实验方法的影响因素，参照１５工况测试时的排气温度变化，提出了冷起动催化器起燃时间特性评价的实验方法。并用该方法对３个催化器的起燃特性进行了评价，与起燃温度特性实验结果对比表明，该方法可以准确地评价催化器的起燃特性。     

用快速老化方法评价国产三效催化剂性能

我国自主研究开发的车用三效催化剂具有贵金属含量低和成本低的特点，但其性能指标特别是耐久性能否满足实用化要求的问题一直受到国内外汽车界的极大关注。     

ABS性能评价方法的研究

在分析原有ＡＢＳ评价方法的基础上,针对附着系数利用率这个评价指标存在的不足,比较完全地考虑了制动过程中侧向与纵向的附着情况,提出了一种侧重于侧向稳定性的评价方法。对于评价的指标,便于用仿真计算验证其正确性,从而达到在设计阶段就可对ＡＢＳ性能进行分析评价,缩短了ＡＢＳ的开发周期。     

富康轿车等速万向节传动轴国产化关键技术的研究

对富康轿车等速万向节传动轴国产化时鉴定试验中的各个相关技术问题进行了研究。利用Palmgren的方程式和累积损伤原理并结合富康轿车的整车参数,对等速万向节尺寸的选择是否合理进行了校核;提出了台架试验方法和试验设备要求;利用富康轿车变速器的载荷数据计算了耐久性试验指标以适应各供应商不同的试验设备情况;最后对试验结果进行了分析和描述。     

汽车动力性燃油经济性的综合评价

本文运用价值分析的方法，对汽车动力性和燃油经济性的加权综合评价指标进行了研究。     

汽车脉冲输入平顺性评价指标限值的研究

在分析了脉冲输入下人体所受到的振动速度响应到基础上，运用ＩＳＯ２６３１新草案对人体健康的评价指标和限值，提出了脉冲输入下汽车平顺性评价指标的限值，最后以东风ＥＱ２１０２Ｃ型军用越野汽车为例，说明了脉冲输入下汽车行驶平顺性的评价过程。     

兰新线百里风区不同型式挡风墙防风效果评估

兰新线百里风区是世界上内陆风速最高、铁路风灾最为严重的地区之一,挡风墙是百里风区的主要防风设施。根据现场实车运行试验、挡风墙空气动力学地面试验、数值计算结果,分析和评估百里风区各种型式的挡风墙以及挡风墙各种过渡段的防风效果,指出既有挡风墙工程的薄弱环节,为今后防风工程补强设计提供依据。     

GSM-R无线通信网络指标评估体系研究

在分析高速列车系统对无线通信系统需求的基础上,阐述了在高速环境下对无线通信系统进行评估的意义和重要性。根据我国高速铁路特点及需求,提出我国GSM-R无线通信网络指标评估体系的分层模型及各层指标构成。探讨了评估流程,对指标映射以及评估结果分析中用到的主要成分分析、回归分析数学模型方法进行了介绍。     

重载铁路路基陷穴病害综合评价模型研究

针对当前既有重载铁路路基陷穴病害评价方法不足的问题,建立基于坍塌填塞法、坍塌平衡法、稳定系数法、普氏理论法的路基陷穴病害综合分析模型。通过工程算例对比分析各类方法的特点和适用条件,讨论各类方法的相容性和互斥性。研究结果表明:综合评价模型能够较好地避免单一方法的局限,获得客观、科学的评价结论。     

The Methodology Research on the Test and Evaluation of Static Stiffness of Elastic Pads in Elastic Separated FastenerEI北大核心

Research purposes: In order to explore the reasonable test and evaluation methods of the static stiffness of the elastic pads in elastic separated fastener, the influences of various factors on the static stiffness of the elastic pads were tested and analyzed by single factor test, a reasonable static stiffness test plan for the elastic pads was proposed. Besides, the evaluation suggestions for static stiffness of rail pad and baseplate pad were analyzed in terms of the installation state of the elastic separated fastener. Research conclusions:(1) The test of the static stiffness of elastic pad should include two stages: preloading stage and formal loading stage. Firstly, the elastic pad shall be preloaded with no less than 2 times at a loading rate of 3-5 kN/s, and the preloaded maximum load shall be at least 10 kN higher than the static stiffness test load range of the elastic pad. Then, formal loading is supposed to be carried out at least 3 times with a loading rate of 1~2 kN/s, and at both ends of the load range the load should be maintained for 90 s, which could be shortened to 60 s in special case when the load is less than 100 kN. Finally, the static stiffness of the elastic pad is calculated by the average value of the three test results. (2) The evaluation methods of static stiffness of rail pad and baseplate pad are dissimilar. The static stiffness of the rail pad could be evaluated by the secant stiffness in the range of 20~70 kN, while the evaluation of static stiffness of baseplate pad should be processed in terms of the reasonable static stiffness test load range of baseplate pad determined by the installation torque of anchored bolt. (3) This research results can be applied in the test and evaluation of static stiffness of rail pad and baseplate pad in elastic separated fastener. © 2018, Editorial Department of Journal of Railway Engineering Society. All right reserved.