基于系统论的智能高铁建设运营管理创新与实践

为解决新时期高铁建设运营工作中由要素众多、变化动态、关联密切等系统集成而带来的管理难题,构建“模数驱动、轴面协同”的智能高铁建设运营管理系统模型,以描述多专业协同、外部需求满足、与外部环境互动的静态截面最优设计,以及全生命周期动态最优的系统目标;构建高铁系统与信息系统双螺旋融合促进模型,分析智能高铁系统管理效率提升的作...     

橡胶浮置板式轨道结构竖向振动分析模型

应用轨道段组合单元, 建立了能反映橡胶浮置板式轨道结构竖向振动特性的动力分析模型。在模型中, 钢轨模拟为连续弹性支承的Euler梁; 浮置板视为弹性薄板, 用有限元法中的纵横向有限条带单元进行离散; 钢轨扣件及橡胶支座模拟为线性弹簧和阻尼。基于弹性系统动力学总势能不变值原理和形成系统矩阵的“对号入座”法则, 建立了地铁列车-橡胶浮置板式轨道竖向振动方程, 并对车辆和轨道结构的动力特性进行了数值分析。计算结果表明: 地铁列车通过广州地铁二号线橡胶浮置板式轨道时, 轮重减载率最大值为0.597, 车体竖向振动加速度最大值为0.846 m.s^-2, 浮置板式轨道系统的隔振效率为20%~27%, 因此, 车辆-轨道结构竖向振动分析模型能够准确描述地铁车辆和橡胶浮置板式轨道结构间的动力特性。     

基于物元模型分析方法的路面状况综合评价

针对目前路面状况等级评价方法中存在主观影响因素过多、权重不确定性等问题, 根据影响路面状况的路面状况指数、行驶质量指标、路面强度系数、路面抗滑能力系数等主要指标, 提出了一种基于物元模型的路面状况等级综合评价方法。以路面状况等级、评价指标及其特征值构造物元模型, 并根据计算出的综合关联度实现对各路面状况等级的综合评判。实例表明该模型能准确地反映路面状况, 是可行的, 有一定的推广应用价值。     

南海深水油气开发海洋工程方案选择策略探讨

深水油气开发的关键是基于油藏数据进行海洋工程方案的选择和确定,建立油藏、流体特性和海洋工程方案关键参数之间的联系是解决油藏和油气井的特性参数的不确定性的良好对策。深水油气开发海洋工程方案要素包括油藏地质和分布、油藏流体属性、钻完井及修井特性和场址特征等。海洋工程方案选择策略是确立功能需求、评价技术约束条件、进行生命周期的经济价值的风险比较和确定作业者的战略主导和其他决策的基本策略。南海深水油气开发海洋工程方案选择策略可借鉴美国墨西哥湾等深水开发经验,选择适合南海海域的浮式平台和外输方案。     

高速列车用高性能纳米复合弹性结构材料

分析了使用弹性结构材料对高速列车提高安全性、舒适性和降低噪音污染的重要意义,通过对现有橡胶纳米复合材料的成果综述,并结合实际研究结果,阐明了纳米复合技术是实现弹性结构材料高性能化的有效途径之一。     

思政元素融入专业课教学的探索与实践

专业课程作为课程思政建设的基本载体,课程思政元素需润物细无声的融入到专业课程中,来培养学生良好的思想品德和行为规范.文章以汽车制造工艺专业课为例,从教学大纲修订、教案课件编写、课堂教学、线上+线下拓展等方面对课程思政进行探索与实践,并对今后发展方向做出探索.     

川藏铁路建设工程物流管理特征与体系

物流管理是川藏铁路建设工程的重要内容,与工程质量、工期、成本等目标密切相关。川藏铁路建设工程所需物资种类繁多,需求量大,运输及储备受到现场施工环境的制约,管理难度极大。因此,建立一套科学有效的川藏铁路物流管理体系对于铁路建设的精准实施具有重要保障作用。本文通过分析川藏铁路的物流特征,解析川藏铁路物流管理全要素,结合物流特征及研究方法构建了包含物资保障管理,物流运作管理,通道建设管理的川藏铁路建设物流管理体系。最后,针对川藏铁路物流管理中面临的矛盾与挑战,提出了相应的对策建议。     

The simulation of in-plane tyre modal behaviour: a broad modal range comparison between analytical and discretised modelling approaches

In-plane tyre modal behaviour determines the response of tyres to ride excitations and braking/traction manoeuvres. In many studies, the interest is limited to relatively low frequencies and a detailed investigation into the ability of models to accurately simulate higher-order responses is unnecessary. In cases where an in-plane model is to be used for the generation of the contact deformation and stresses, or where modal reduction methods are implemented, a detailed knowledge of the modal response is desirable. The present work forms a study on the ability of a number of frequently used modelling approaches to generate realistic modal data throughout a wide frequency range. The analytical ring on elastic foundation model is used as a benchmark throughout the paper. Its predictions are compared with those of two discretised models, namely a truss- and a beam-based model. The sensitivity of the ring’s response to a number of physical parameters is discussed. The results are used to inform the comparison between the analytical ring and the discretised models, providing explanations for any discrepancies observed. The limited applicability of the truss model is pointed out, while the accuracy of the beam-based model is enhanced by a circumferential inextensible string element. Both the ring and the enhanced beam models are further improved with the addition of a nonlinear string-based sidewall that accounts for the change in sidewall stiffness with inflation pressure. The findings may offer a reference when setting up in-plane models, including the stage of planning modal tests for parameter identification.     

CaPaSIM statement of methods

In the present paper, the method for calculation of the dynamic pantograph–catenary interaction developed by the Royal Institute of Technology and the Swedish National Rail/Road administration (Trafikverket) is described and the results of the benchmark exercise are discussed. The method is based on the commercial Finite Element software ANSYS. The geometry of the catenary and pantograph is defined in a pre-processor, BARTRAD, developed by Trafikverket, and is automatically translated into an ANSYS model. Basically all types of catenary systems could be handled as well as different types of non-linearity. There are both 2D and 3D versions of the code existing. The results achieved in this first stage of the benchmark are well in line with the results from the other partners in the benchmark study     

基于CAN的无触点车灯开关控制系统研究与实现

应用CAN和霍尔元件设计了无触点式车灯组合开关控制系统。与传统的接触式开关系统相比,基于霍尔元件的无触点开关具有速度快、无机械磨损、无瞬问抖动、安全可靠以及寿命长等优点;与传统的开关控制系统相比,基于CAN的数字化开关控制系统具有节约安装成本、易于维护、可靠性高以及稳定性好的特点。通过搭建系统的硬件平台和设计车灯组合开关控制系统的控制软件,并进行实验,实验结果表明,提出的设计及实现方法是可行的。