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。     

自升式平台运动性能预报研究

以作业水深400ft的自升式平台为研究对象,根据直升机甲板最小气隙要求和桩腿上部导向块强度要求对拖航极限海况进行推算,并预报平台拖航和在水深60m、122m桩腿下放工况时的运动响应.分析中通过规则波模型试验确定平台壳体的粘性效应,调整平台临界阻尼系数使运动响应传递函数(RAO)的计算值与试验值匹配.     

基于土体弹塑性理论的复合桩基沉降特征有限元分析*

采用有限元软件,在考虑土的弹塑性及桩土接触特性的基础上,建立了复合桩基三维有限元模型。系统计算分析了在不同荷载P、桩长L、桩径d及桩间距S的条件下,复合桩基群桩基础的沉降及差异沉降的变化趋势,得到了可供设计参考的结论。     

某大型低速柴油机曲轴的全生命周期疲劳计算与分析

以大型低速柴油机曲轴为研究对象,在传统动力学计算的基础上,利用UG和ANSYS软件建立曲轴有限元计算模型,运用全寿命法对曲轴进行疲劳计算,获得曲轴的安全系数和疲劳寿命,提出改进危险区域疲劳强度的结构措施和工艺措施。     

桩板结构加固病害库岸挡墙稳定性研究*

采用Plaxis有限元分析软件,研究桩板结构加固病害库岸挡墙的稳定性,并定量分析了库岸挡墙整体稳定安全系数随水位的变化规律。结果表明采用桩板结构加固病害库岸挡墙能有效控制墙体变形,显著提高稳定安全系数。库岸挡墙的整体稳定安全系数并不随水位的升高一直降低,而是呈显著的下凹型,即在设计低水位和设计高水位间存在一个最不利水位,可以通过有限元方法进行搜索。该方法克服了因水位选择不当而错误确定挡墙最小安全系数的缺点,建议在重要水工结构计算中推广使用。     

Quasi-steady-state linearisation of the racing vehicle acceleration envelope: a limited slip differential example

In the motorsport environment, passive limited slip differentials are a well-established means of improving the traction limitation imposed by the open differential. Torque sensing types are highly adjustable, and can alter both the stability and agility of the vehicle in the various cornering phases of a typical manoeuvre. In this paper, an adjustable clutch plate or ‘Salisbury’ differential model is presented, which can significantly alter its torque bias characteristics through adjustments in the drive/coast ramp angle, the number of friction faces and preload. To allow robust evaluation of differential parameter changes on ultimate vehicle performance and handling balance, a unified acceleration or ‘GG’ diagram framework is then described. This builds on traditional GG diagram approaches, by using nonlinear constrained optimisation to define both the vehicle acceleration limits and a ‘feasibility’ region within the performance envelope. By linearising a seven degrees of freedom vehicle model at multiple operating points, eigenvalue and yaw rate response analysis is then used to establish contours of stability and agility throughout the GG envelope. This brings new insights into the way in which handling balance changes below and up to the vehicle's acceleration limits.     

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.     

基于顾客价值的高速公路市场营销模式

以广州北环高速公路为研究对象，对其高速公路市场营销模式进行分析研究。通过分析，得出该公司成功的最大原因是基于顾客价值链，在高速公路出人口周边经济带中有意识培育关联产业，有针对性地开发高盈利能力的顾客，最大限度吸引和稳住自己的盈利顾客群体，从而培育了自己的核心竞争能力，确保了收入和效益的稳定增长。     

公路建设项目招标采用无标底有限低标评标法初探

结合公路建设项目的工程特点,详细介绍了无标底有限低标评标法,以期对公路建设工程在具体的招标工作中提供有益的指导。