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1.
为研究既有线有砟轨道路基的翻浆冒泥机理,自主研发了一套能够模拟循环荷载–湿化耦合作用的模型试验系统。模型试样直径500 mm,由厚度分别为350 mm的路基土和200 mm的道砟组成,整个试样在高强度透明有机玻璃模型筒中制备完成。模型试验系统配备有监测荷载、位移、体积含水率和孔隙水压力的4种传感器,并通过高清相机对颗粒迁移过程进行图像捕捉。基于所研发的试验系统,针对辛泰铁路典型翻浆冒泥病害路段土样,开展翻浆冒泥模型试验。试验结果表明:动孔隙水压力是导致翻浆冒泥病害产生的关键因素。随着体积含水率的增加,动孔隙水压力引起的颗粒迁移量逐渐增加;在饱和状态下,会引起大量颗粒迁移,翻浆冒泥现象显著。试验结束时,道砟污染指数达到25%,在实际工程中已严重影响铁路的正常运营,有必要对污染道砟进行换填。  相似文献   
2.
在设计铁路路基的填料时,最常出现的是在进行铁路建设的地方就地取材。在以粉细砂为主的地区通常会选择用粉细砂作为铁路的填料,在所有的填料中,粉细砂填料属于C组类型填料,但是因为两个方面的原因需要对其进行一定的改良,一方面是因为粉细砂的粒径比较单一、级配不好,K30不能够满足规范标准的要求;另一方面则是因为大型机械不能够进行施工。本文通过掺入不同体积A、B组砾砂填料到粉细砂填料中进行试验,结果显示这种操作可以在不同程度上提高K30的值,从而在达到相关设计要求的同时解决施工方面的难题。  相似文献   
3.
The Dynamic Cone Penetrometer (DCP) is a device that is used in the construction industry for the assessment of in situ soil compaction quality. Over the past few decades, numerous correlations have been developed between the DCP test results and soil strength and stiffness parameters. This paper proposes a comprehensive set of criteria and recommendations for quality control (QC) of compacted subgrade that take into account the inherent statistical variability of DCP test results. For the development of the QC criteria, a new statistical methodology is used to extract representative test values from the raw field DCP test data. In order to use the proposed QC criteria, soils are first classified into two broad categories (fine-grained and coarse-grained) depending on their fabric and response to compaction efforts. Test results indicate that (i) for fine-grained soils, the DCP test values have good correlation with the plasticity index (PI), which is indicative of the type and amount of clay content of the soil and (ii) for coarse-grained soils, the DCP test values have good correlation with the optimum water content of the soil, which is directly related to its in situ density. DCP blow count correlation equations are presented for both soil categories. Recommendations for field DCP testing and data analysis are also provided to highlight the significance of the statistical distribution of the DCP test results in QC testing of compacted subgrade.  相似文献   
4.
M. Ceraolo  G. Lutzemberger 《Software》2019,49(7):1114-1130
Simulation of multi-engineering systems typically requires many issues to be solved, which are to be addressed by developing appropriate modeling and simulation programming techniques. In the last years, the authors have participated in several studies in which they analyzed in detail electrified railway systems and simulated them using Modelica language. After a few years of study, despite the huge complexity of these systems, it has appeared evident that Modelica language is very well suited and able to effectively solve the typical issues they present. While specific railway system simulations have already been discussed in specific papers, whose focus was on application and actual results, in this paper, the authors show how to use Modelica language to solve specific modeling issues through suitable programming techniques. Moreover, the issues to be solved and the conceived techniques may be interpreted in a general way and to be applied also in different engineering domains. Finally, this paper briefly recalls the principal results obtained in previous specific papers, in which these techniques were fully implemented.  相似文献   
5.
采用“区块链技术+不对称加密+生物识别+身份认证”应用模式,依托智能手机客户端设计与开发一套铁路旅客身份认证系统.基于Ethereum开发平台,应用truffle开发框架,实现铁路旅客身份认证系统智能合约的编写与部署.系统针对传统铁路身份认证模式的不足,将旅客身份数据分布式存储,弱化中心化服务器的压力,提升旅客身份数据的安全性和鲁棒性;进行生物信息认证确保旅客对身份信息的所有权;利用非对称加密技术在保护旅客隐私、实现实名制的前提下增强数据的透明性.基于区块链应用模式的铁路旅客身份认证系统能够让用户身份实现本地存储、信息摘要链上校验,实现铁路旅客身份信息数据访问的细粒度控制,保障铁路旅客身份信息安全,提升铁路旅客的乘车体验.  相似文献   
6.
To investigate the metal flow during the railway wheel forming process,experiments and finite element method(FEM)simulation were carried out.An axisymmetric modeling for the wheel rolling process was proposed to predict the metal flow in radial direction,by which the whole multi-stage forming process could be simulated in axisymmetric and integral way.The result shows that the axisymmetric simulation method was an effective method to explore the metal flow in radial direction and to analyze the relationships of tools motion during the wheel rolling.The detail information about metal flow in railway wheel forming process was obtained.The metal in the wheel web was from the area near the half radius of the original billet;the chill zone of the billet became an envelope of the rim and part of the web with a maximum thickness of about 6mm below the tread.At the wheel rolling stage,the metal in the rim flowed towards the web;the metal near the surfaces of the conjunction region between the web and rim suffered severe shear deformation.  相似文献   
7.
This paper proposes a restart control method for position sensorless PMSM drive systems without a potential transformer for railway vehicle traction. This method can estimate the initial rotor speed and position under coasting conditions over the entire speed range. The method can also be used when the back‐EMF voltage is higher than the inverter DC link voltage. The proposed method is verified by experiments using a 200‐kW PMSM.  相似文献   
8.
In recent years, the invert anomalies of operating railway tunnels in water-rich areas occur frequently, which greatly affect the transportation capacity of the railway lines. Tunnel drainage system is a crucial factor to ensure the invert stability by regulating the external water pressure (EWP). By means of a three-dimensional (3D) printing model, this paper experimentally investigates the deformation behavior of the invert for the tunnels with the traditional drainage system (TDS) widely used in China and its optimized drainage system (ODS) with bottom drainage function. Six test groups with a total of 110 test conditions were designed to consider the design factors and environmental factors in engineering practice, including layout of the drainage system, blockage of the drainage system and groundwater level fluctuation. It was found that there are significant differences in the water discharge, EWP and invert stability for the tunnels with the two drainage systems. Even with a dense arrangement of the external blind tubes, TDS was still difficult to eliminate the excessive EWP below the invert, which is the main cause for the invert instability. Blockage of drainage system further increased the invert uplift and aggravated the track irregularity, especially when the blockage degree is more than 50%. However, ODS can prevent these invert anomalies by reasonably controlling the EWP at tunnel bottom. Even when the groundwater level reached 60 m and the blind tubes were fully blocked, the invert stability can still be maintained and the railway track experienced a settlement of only 1.8 mm. Meanwhile, the on-site monitoring under several rainstorms further showed that the average EWP of the invert was controlled within 84 kPa, while the maximum settlement of the track slab was only 0.92 mm, which also was in good agreement with the results of model test.  相似文献   
9.
为研究火车轮在模锻成形过程中内部金属流动及淬火加热、踏面淬火中的换热系数和温度变化,利用有限元软件对其模锻成形及热处理过程进行数值模拟分析,并结合黄金分割优化法对综合换热系数进行了反传热计算。结果表明:模锻过程中,辐板与上模接触区域的等效应变最大,轮辋外侧变形相对较小,踏面附近区域变形较均匀;在淬火加热过程中,换热系数随工件表面温度升高而增加,当温度在500℃以下时,换热系数随温度的升高而快速增加,500℃以后,增速缓慢,800℃时,换热系数达0.15 kW·(m^2·℃)^-1;踏面淬火时,在700℃以下,随温度下降,换热系数迅速增大,300℃时达到峰值3.1 kW·(m2·℃)^-1,在250℃以下,换热系数稍有下降,100℃时换热系数为2.5 kW·(m2·℃)^-1。  相似文献   
10.
随着高速与重载铁路的发展,车轮踏面滚动接触疲劳损伤问题变得更加显著,不仅影响乘车舒适度,增加维护成本,还会直接危害行车安全,目前尚无根本的解决办法。对国内外车轮踏面滚动接触疲劳损伤的形成机理、研究方法及影响因素进行了归纳总结。车轮滚动接触疲劳损伤形式有很多,根据疲劳裂纹在踏面下方萌生位置的不同,将踏面滚动接触疲劳损伤分为表面滚动接触疲劳、次表面滚动接触疲劳和较深层次滚动接触疲劳。随着冶金和车轮制造技术的提高,由低周疲劳或棘轮效应造成的表面滚动接触疲劳损伤成为主要的疲劳损伤类型。车轮踏面滚动接触疲劳损伤的研究方法主要包括现场调研、数值仿真和试验研究。结合已有研究成果,主要从车轮材料、车轮既有损伤、线路条件、列车运行参数、轮轨间第三介质等方面对踏面滚动接触疲劳损伤的影响因素进行了总结,并进一步提出了减缓踏面滚动接触疲劳损伤的具体措施。此外,探讨了车轮踏面滚动接触疲劳损伤未来的研究方向。  相似文献   
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