低应变反射波法检测结果的验证方法

为确定桩身完整性情况,对低应变反射波法检测结果采用适当的验证方法。根据工程情况选择合适的验证方法,有助于更准确地判断桩身缺陷的性质和位置。文中总结了各类验证方法及其适用条件,便于实际工程中采用合适的验证方法,得到准确完整的桩身质量信息。     

一种智能化实时监测系统的研究

作者从构造一个智能化实时监测系统的关键技术入手,对系统的设计与实现作了探索性的介绍。     

Sensitivity analysis of side-slip angle observer based on a tire model

We investigated the sensitivity of an observer based on a tire model using simulation in linear and nonlinear regions. In the linear region, we investigated the influence of vehicle speed by doing the same simulation at three speed levels. In the nonlinear region, the simulation condition was set such that the vehicle became unstable. In the linear region, steering input and cornering stiffness have a relatively large effect on the estimation error because these quantities determine tire side force. In the nonlinear region, the road surface’s friction coefficient becomes a crucial factor. In both the regions, the observer is sensitive to yaw rate and longitudinal speed.     

A numerical study of the derailment caused by collision of a rail vehicle using a virtual testing model

This study investigated the wheel-lift and roll-over derailment mechanisms caused by train collisions using a precise virtual testing model (VTM) of a Korean high-speed train. The VTM was a complex, nonlinear finite element model composed of the shell, beam, solid, spring, and surface contact elements for the car body, bogies, suspensions, and wheel–rail interfaces. The VTM was validated by checking the errors in the total energy and the dynamic responses of the spring elements. To achieve a quick, dynamic relaxation of the dead weight of the VTM before the collision analysis, the artificial damping method and the artificial force method were introduced and numerically evaluated. The surface-to-surface contact model from commercial software, Ls-Dyna, was applied to the VTM in order to simulate the derailment mechanisms caused by collision accidents. The numerical analyses of the VTM colliding with a large deformable obstacle or a rigid wall revealed for the first time that a mixed slip/roll-over-type derailment mechanism generally occurs. Furthermore, the simulation results were consistent with the results from a simplified theoretical derailment model of a wheel set.     

基于虚拟仪器的自动检测系统研究

目前由于计算机技术和微电子技术的大量应用，电子设备的测试内容日趋复杂，对测试速度、精度和灵活性要求也日益增加，传统的测试手段已难满足现有一些设备的测试诊断，如何迅速、方便、有效地实现通信装备的故障自动检测、诊断和维修越来越受到科技工作者的重视，同时通信装备的可靠性及故障自动诊断能力也是衡量其技术水平的重要性能指标。     

青藏高原多年冻土区大直径钻孔桩回冻过程研究

为解决青藏铁路建设过程中不同多年冻土区大直径钻孔灌注桩桩土体系的回冻问题,认识钻孔桩成桩后对桩周多年冻土层地温的影响,本文从不同多年冻土区钻孔桩地温实测资料出发,通过对青藏高原多年冻土区与融区过渡带(高温极不稳定区DK1229 540)、高温不稳定多年冻土区(DK1047 000)及低温多年冻土区(DK984 096)3个试验场地实测地温资料的对比分析,得出青藏高原不同多年冻土区大直径钻孔灌注桩回冻过程的差异,从而可以为不同冻土区钻孔桩的后续施工提供技术支持。     

智能化计算机联锁设备测试系统

由于计算机联锁系统大范围普及,对于设备需求量逐渐上升,传统人工测试计算机联锁条件、驱动采集状态由于其存在一定局限性,不能满足需求,提出一种智能化计算机联锁测试系统,结合实际站场研制出智能化计算机联锁测试系统,结果表明,该系统功能完善,达到预定测试需求.     

关于城市轨道CBTC系统测试探讨

主要描述了CBTC系统的基本原理和CBTC系统测试步骤及内容。     

基于K&C与轮胎特性的不足转向特性研究

前、后轴车轮平面运动和弹性转向角与轮胎侧偏角的不同导致车辆产生不足转向。提出了适用于低侧向加速度段的不足转向梯度计算方法,并阐述了不足转向梯度在高侧向加速度段存在非线性的原因。在经过校核的某轿车多体模型中建立用户自定义变量,采用仿真值与理论值对比验证了低侧向加速度段的不足转向梯度计算方法精度较高。仿真结果表明,对于高侧向加速度段的不足转向梯度非线性原因解释正确。     

乳化沥青冷再生路面性能衰变规律研究

为掌握乳化沥青冷再生路面技术状况衰变规律,给冷再生路面结构设计提供依据,选择我国南方某高速公路路面维修工程中137 km乳化沥青冷再生路段作为研究对象,分析了其开放交通63个月内路面损坏状况指数PCI、路面行驶质量指数RQI、路面车辙深度指数RDI随时间和交通荷载的变化规律。结果表明,在经受了63个月3 271×104次的累计当量轴载且未做任何大中修养护的情况后,乳化沥青冷再生路面PCI,RQI仍为优,RDI指标仍为良;路面技术状况指标衰变规律可以采用路面性能衰变通用方程描述,且路面寿命因子α显著长于常规路面结构;路面病害以从上而下发展的Top-Down裂缝为主,病害影响深度一般仅局限在表面层,乳化沥青冷再生路面符合永久性路面特征。乳化沥青冷再生路面技术状况受到原有路面技术状况、施工变异性等因素的影响,且这种影响随着使用期的延长逐步显现。PCI衰变规律呈明显的快-慢-快三阶段特征,RQI和RDI衰变规律呈明显的快-慢-平三阶段特征,为进一步提升乳化沥青冷再生路面性能,应加强路面预防性养护。