地铁车辆车体及内饰方案研究

文章通过对上海地铁明珠线二期工程车辆项目(SPL2)和上海地铁一号线增能扩编(6改8)车辆项目(SHL1_Exp.)的车体设计对比,讲述了SHL1_Exp.地铁车辆车体设计中的优化,并提出低成本地铁车体内饰设计方案。     

CA6140车床进给系统数控改造中滚珠丝杠副的选型和计算

以CA6140普通车床为例,介绍了普通车床改造为经济型数控车床的设计方案.阐述了该车床纵向进给系统改造中的滚珠丝杠副的选型和验算的步骤及方法,可为机床数控化改造提供一种参考.     

接触网纵裂支柱的试验研究和探讨

通过对大秦电气化铁道环形等径预应力混凝土接触网纵裂支柱进行的综合调查和试验,综合调查包括:纵裂宽度、长度、条数;试验包括支柱的结构性能试验,碳化试验、主筋抗拉强度试验等,评估纵裂支柱的结构性能及耐久性,为大秦电气化铁道扩能改造及大修建设提供依据.     

参数化的船型设计方法

根据特征参数和特征线,生成光顺的船体线型是造船工作者梦寐以求的目标。基于光顺曲线的参数化设计,提出了参数化的船型设计方法。该方法可根据特征参数和特征线快速开发出具有优秀航行性能的、光顺的船舶型线。设计实例表明了该设计方法的可行性。     

Combined longitudinal and lateral control for automated vehicle guidance

This paper deals with the longitudinal and lateral control of an automotive vehicle within the framework of fully automated guidance. The automotive vehicle is a complex system characterised by highly nonlinear longitudinal and lateral coupled dynamics. Consequently, automated guidance must be simultaneously performed with longitudinal and lateral control. This work presents an automated steering strategy based on nonlinear model predictive control. A nonlinear longitudinal control strategy considering powertrain dynamics is also proposed to cope with the longitudinal speed tracking problem. Finally, a simultaneous longitudinal and lateral control strategy helps to improve the combined control performance. This whole control strategy is tested through simulations showing the effectiveness of the present approach.     

Influence of tyre–road contact model on vehicle vibration response

The influence of the tyre–road contact model on the simulated vertical vibration response was analysed. Three contact models were compared: tyre–road point contact model, moving averaged profile and tyre-enveloping model. In total, 1600 real asphalt concrete and Portland cement concrete longitudinal road profiles were processed. The linear planar model of automobile with 12 degrees of freedom (DOF) was used. Five vibration responses as the measures of ride comfort, ride safety and dynamic load of cargo were investigated. The results were calculated as a function of vibration response, vehicle velocity, road quality and road surface type. The marked differences in the dynamic tyre forces and the negligible differences in the ride comfort quantities were observed among the tyre–road contact models. The seat acceleration response for three contact models and 331 DOF multibody model of the truck semi-trailer was compared with the measured response for a known profile of test section.     

舱段有限元分析等效计算总纵强度研究

对采用舱段有限元模型进行船体总纵强度分析时,边界条件及计算载荷的施加进行研究,并通过一艘实船的整船与舱段模型的对比分析,表明舱段模型与全船模型的分析结果具有良好的一致性.     

The Force-Angle Measure of Tipover Stability Margin for Mobile Manipulators

Mobile manipulators operating in field environments will be required to apply large forces, or manipulate large loads, and to perform such tasks on uneven terrain which may cause the system to approach, or reach, a dangerous tipover instability. To avoid tipover in an automatic system, or to provide a human operator with an indication of proximity to tipover, it is necessary to define a measure of available stability margin. This work presents a new tipover stability measure (the Force-Angle stability measure) which has a simple geometric interpretation, is easily computed, and is sensitive to changes in Center of Mass height. The proposed metric is applicable to systems subject to inertial and external forces, operating over even or uneven terrains. Requirements for computation and implementation of the measure are described, and several different categories of application of the measure are presented along with useful normalizations. Performance of the Force-Angle measure is demonstrated and compared with that of other stability margin measures using a forestry vehicle simulation. Results show the importance of considering both center-of-mass height and system heaviness, and confirm the effectiveness of the Force-Angle measure in monitoring the tipover stability margin.     

高速公路潜埋偏压隧道力学计算分析

为了计算和分析浅埋隧ig-衬结构内力，建立了隧道支护和开挖过程数值计算模型，并提出了一种位移反演围岩参数识别的方法，得到了界牌坳隧道破碎带围岩的4个基本综合参数（E、μ、c、Ф）。最后，将反演计算所得破碎带围岩参数输入界牌坳隧道二衬内力数值计算模型，计算各施工步隧道右洞二衬的内力变化情况，并对计算结果进行了分析，得到了几个结论，对现场施工具有一定的指导作用。     

新旧混凝土梁横向拼接的收缩徐变效应

为分析混凝土收缩徐变对新旧桥梁拼接的影响,在不考虑梁自重的情况下,采用弹性力学求解法分析了新旧梁横向拼接后新梁的收缩徐变效应,推导了拼接后新梁上的纵向拉应力及拼接处的剪力计算公式。以钢筋混凝土简支T型梁桥的拼接为例,比较了新梁在不同混凝土龄期时与旧梁拼接所产生的纵向拉应力和剪应力,同时还对比了不同环境年平均相对湿度对新梁上纵向拉应力和剪应力的影响。计算结果表明:拼接时新梁混凝土龄期和不同环境年平均相对湿度对拼接结构的受力影响较大,新旧梁拼接设计时须采取相应措施以减少混凝土收缩。