铁路车站股道运用排序模型与算法

遵守车站股道运用条件,在引入时间窗、权重和有限度3个参数的基础上,利用排序理论构建车站股道运用排序模型。结合列车在车站的实际作业过程和进路编排,利用启发式算法对模型求解,得到股道运用初始方案。基于排序原则选择、进路编排方式和多方案选优3种解改进策略对股道运用初始方案进行改进,得到股道运用改进方案。利用现代柔性理论,设置1个人—机交互接口,以股道运用可行性为第1优化目标、均衡性为第2优化目标,建立股道运用的柔性模型,按照人—机交互会话的方式进行求解。采用该模型与算法编制的铁路车站股道运用自动编排系统,目前已在广州东站和韶关站初步运用。     

高压喷射注浆技术在基坑管涌处理中的运用

高压喷射注浆法是在注浆法的基础上，应用高压喷射技术而发展起来的一项新的地基加固方法。本文针对武汉市泰合广场基坑在开挖过程中形成管涌或流上而致使附近建筑物遭受严重破坏的问题，采用高压喷射注浆法施工工艺方法，杜绝了基坑壁管涌或流立现象，使基坑开挖和基础施工得以安全进行。     

基于柔性管线的Flex-Lay铺管船的发展

Flex-Lay铺管船是柔性管线铺设平台，通过分析全球Flex-Lay铺管船发展现状，Flex-Lay铺管船正向专业化和多功能化方向发展，为我国Flex-Lay铺管船发展提供借鉴。     

Singular perturbation composite control of a free-floating flexible dual-arm space robot

The Free-floating Flexible Dual-arm Space Robot is a highly nonlinear and coupled dynamics system. In this paper, the dynamic model is derived of a Free-floating Flexible Dual-arm Space Robot holding a rigid payload. Furthermore, according to the singular perturbation method, the system is separated into a slow subsystem representing rigid body motion of the robot and a fast subsystem representing the flexible link dynamics. For the slow subsystem, based on the second method of Lyapunov, using simple quantitative bounds on the model uncertainties, a robust tracking controller design is used during the trajectory tracking phase. The optimal control method is designed in the fast subsystem to guarantee the exponential stability. With the combination of the two above, the system can track the expected trajectory accurately, even though with uncertainty in model parameters, and its flexible vibration gets suppressed, too. Finally, some simulation tests have been conducted to verify the effectiveness of the proposed methods.     

Structural response of a flexible pipe with damaged tensile armor wires under pure tension

This article studies the structural response of a 6.0” flexible pipe under pure tension considering intact and damaged conditions. In the damaged condition, several wires of the tensile armor layers are assumed to be broken. A three-dimensional nonlinear finite element (FE) model devoted to analyze the local mechanical response of flexible pipes is employed in this study. This model is capable of representing each tensile armor wire and, therefore, localized defects, including total rupture, may be adequately represented. Results from experimental tests validate the FE predictions and indicate a reduction in the axial stiffness of the pipe, a non-uniform redistribution of forces among the remaining intact wires of the damaged tensile armor layers and high stress concentrations in the wires near the broken ones. Moreover, the FE model indicates that significant normal bending stresses may arise in the pressure armor and inner carcass due to an uneven pressure distribution on these layers. Finally, the results obtained are employed to estimate the pull out capacity of the studied flexible pipe.     

汽车车身柔性装焊生产线探讨

阐述了建立汽车车身柔性生产线的必要性，指出了车身装焊生产线是汽车车身柔性生产的关键，从工艺设备、工装夹具、机械化输送及自动控制几个方面控制实现柔性汽车装焊生产线的措施。分析了柔性装焊生产线－车身生产发展的趋势，论证了计算机是实现柔性自动控制的核心。     

The impact of structural flexibilities of wheelsets and rails on the hunting behaviour of a railway vehicle

The hunting motion of a passenger coach is investigated using a multibody system in which the wheelsets and the rails can be modelled as flexible bodies. By comparing the results for different model variants, in which the structural flexibilities of the wheelsets and of the rails are either taken into account or neglected, the impact of the flexibilities is analysed. It turns out that the flexibilities of both the wheelsets and the rails have a significant impact on the hunting behaviour by increasing the lateral motions of the wheelsets and lowering the critical speed. In order to investigate the impact of the flexibilities under different operating conditions, the calculations are carried out for track geometries using different rail profiles (60E1, 60E2) and different rail cants (1:40, 1:20) and for different values for the friction coefficient (0.25…0.4) at the wheel–rail contact. The results show that the influence of the flexibilities is the strongest for high lateral forces, which occur e.g. for contact geometries leading to high hunting frequencies and for high values of the friction coefficient. The results also show in some cases a strong impact of the flexibilities on the position of the wheel–rail contact on the running surface of the rail, which is of particular interest with respect to wear simulation.     

Method for obtaining the wheel–rail contact location and its application to the normal problem calculation through ‘CONTACT’

This work presents a robust methodology for calculating inter-penetration areas between railway wheel and rail surfaces, the profiles of which are defined by a series of points. The method allows general three-dimensional displacements of the wheelset to be considered, and its characteristics make it especially suitable for dynamic simulations where the wheel–rail contact is assumed to be flexible. The technique is based on the discretisation of the geometries of the surfaces in contact, considering the wheel as a set of truncated cones and the rail as points. By means of this approach, it is possible to reduce the problem to the calculation of the intersections between cones and lines, the solution for which has a closed-form expression. The method has been used in conjunction with the CONTACT algorithm in order to solve the static normal contact problem when the lateral displacement of the wheelset, its yaw angle and the vertical force applied in the wheelset centroid are prescribed. The results consist of smooth functions when the dependent coordinates are represented as a function of the independent ones, lacking the jump discontinuities that are present when a rigid contact model is adopted. Example results are shown and assessed for the normal contact problem for different lateral and yaw positions of the wheelset on the track.     

载流管道振动数值仿真与实验测试

载流管路在舰船上有着广泛的应用,其振动对于船舶设备安全以及船舶噪声大小都有较大影响。本文利用有限元软件Ansys的MFX模块,对流固耦合作用下载流管振动进行了仿真分析,并通过振动测试实验对Ansys仿真计算结果进行了验证,二者的一致性较好。     

带滞变支撑悬臂输流管的稳定性

为了研究带滞变支撑输流管的非线性动力特性,基于Hamilton原理将滞变支撑的虚功引入管道的能量方程,导出了该系统的动力学方程,编制了相应的数值计算程序,研究了输流管的复杂动力响应及滞变特性参数对系统动力特性的影响.结果表明:带滞变支撑的悬臂输流管表现出极其复杂的动力学行为,当无量纲流速相继达到9.5、14.6、15.5与17.2时,结构响应将分别呈现屈曲、颤振、混沌以及跳跃现象;支撑的耗能特性越强,系统的复杂响应参数范围越宽.