烘烤硬化钢板BH340与普通冷轧钢板St13性能对比分析

通过试验对汽车用高强度冷轧钢板BH340的力学性能、成形性能和烘烤硬化性能进行了全面研究,并与St13的各项性能进行了比较.结果表明,烘烤硬化钢板BH340在力学性能、烘烤硬化性能等方面均优于St13,成形性能不低于St13.     

PG70-22改性沥青在工程中的应用研究

结合空军中原A机场跑道整修工程的实践，对PG70－22科氏改性沥青及其混合料的性能特点进行了系统评价，并对工程应用中值得注意的问题进行了全面的分析总结。     

The perception of Bus Rapid Transit: a passenger survey from Beijing Southern Axis BRT Line 1

Bus Rapid Transit (BRT) has emerged as a cost-effective transport system for urban mobility. As a relatively new form of Mass Transit, its ability to provide a high-quality transport service and potential to stimulate land development remain largely unexplored. This study intends to investigate the public attitude towards BRT services, as well as respondents’ perception of living near BRT stations, using the Beijing Southern Axis BRT system as a case study. A data-set of responses to 525 questionnaires were assembled and analysed using a combination of statistical techniques. The results show that BRT has gained great popularity among passengers, and brought about a positive impact on the attractiveness of residential property. The data identify that the majority of passengers are work-related commuters and use BRT more than once a day. The captive users have a higher satisfaction than choice users with respect to reliability, comfort & cleanliness and overall satisfaction with the BRT service. It is argued that the BRT has significantly improved the attractiveness of residential property along the BRT corridor.     

跨径对水泥混凝土桥面铺装力学性能影响的数值分析

水泥混凝土桥面铺装力学计算分析中,桥梁跨径对铺装层力学响应有重要影响。文章针对跨径长短对桥面铺装力学性能指标的影响展开研究,为桥面铺装力学计算中模型的简化提供理论依据。     

Roll- and pitch-plane coupled hydro-pneumatic suspension

Passive fluidically coupled suspensions have been considered to offer a promising alternative solution to the challenging design of a vehicle suspension system. A theoretical foundation, however, has not been established for fluidically coupled suspension to facilitate its broad applications to various vehicles. The first part of this study investigates the fundamental issues related to feasibility and properties of the passive, full-vehicle interconnected, hydro-pneumatic suspension configurations using both analytical and simulation techniques. Layouts of various interconnected suspension configurations are illustrated based on two novel hydro-pneumatic suspension strut designs, both of which provide a compact design with a considerably large effective working area. A simplified measure, vehicle property index, is proposed to permit a preliminary evaluation of different interconnected suspension configurations using qualitative scaling of the bounce-, roll-, pitch- and warp-mode stiffness properties. Analytical formulations for the properties of unconnected and three selected X-coupled suspension configurations are derived, and simulation results are obtained to illustrate their relative stiffness and damping properties in the bounce, roll, pitch and warp modes. The superior design flexibility feature of the interconnected hydro-pneumatic suspension is also discussed through sensitivity analysis of a design parameter, namely the annular piston area of the strut. The results demonstrate that a full-vehicle interconnected hydro-pneumatic suspension could provide enhanced roll- and pitch-mode stiffness and damping, while retaining the soft bounce- and warp-mode properties. Such an interconnected suspension thus offers considerable potential in realising enhanced decoupling among the different suspension modes.     

Railway wheel-flat and rail surface defect modelling and analysis by time–frequency techniques

Damage to the surface of railway wheels and rails commonly occurs in most railways. If not detected, it can result in the rapid deterioration and possible failure of rolling stock and infrastructure components causing higher maintenance costs. This paper presents an investigation into the modelling and simulation of wheel-flat and rail surface defects. A simplified mathematical model was developed and a series of experiments were carried out on a roller rig. The time–frequency analysis is a useful tool for identifying the content of a signal in the frequency domain without losing information about its time domain characteristics. Because of this, it is widely used for dynamic system analysis and condition monitoring and has been used in this paper for the detection of wheel flats and rail surface defects. Three commonly used time–frequency analysis techniques: Short-Time Fourier Transform, Wigner–Ville transform and wavelet transform were investigated in this work.     

Fast direction of arrival algorithm based on vector-sensor arrays using wideband sources

An acoustic vector sensor （AVS） can capture more information than a conventional acoustic pressure sensor （APS）. As a result, more output channels are required when multiple AVS are formed into arrays, making processing the data stream computationally intense. This paper proposes a new algorithm based on the propagator method for wideband coherent sources that eliminates eigen-decomposition in order to reduce the computational burden. Data from simulations and lake trials showed that the new algorithm is valid： it resolves coherent sources, breaks left/right ambiguity, and allows inter element spacing to exceed a half-wavelength.     

结合水对软土次固结特性的影响机制研究

结合水对软土的工程特性具有重要影响，为研究结合水对软土次固结特性的影响机制，选取天津软土为研究对象，开展了结合水的等温吸附试验及原状土和不同结合水含量下重塑土的固结蠕变试验。从结合水角度对原状土的固结蠕变特性进行了探讨，并就结合水类型及含量对重塑土蠕变特性的影响机制进行了研究。研究结果表明：等温吸附试验中90%相对湿度节点为土中强、弱结合水的界限，98%相对湿度节点为弱结合水和自由水的界限；相应的，土中强结合水吸附量为13.2%，弱结合水吸附量为22.6%；另外，水化中心的改变导致强结合水阶段吸-脱附过程之间存在明显的滞后效应。原状土固结蠕变过程中，当固结压力p＞400 kPa后，土体的次固结受弱结合水控制，此时结合水排水比自由水困难许多，这是原状土次固结系数在400 kPa后开始逐渐减小的原因之一；原状土在整个固结蠕变过程中排出了12.1%的自由水和9%的弱结合水，没有强结合水排出。在强结合水范围内重塑土的次固结变形及次固结系数对结合水量的变化并不敏感，进入强、弱结合水共存状态后，结合水量对重塑土次固结的影响逐渐显现出来，次固结变形量及次固结系数随含水量的增加呈现加速增加的趋势，说明弱结合水是软土固结蠕变的主控因素。     

水声网络探测节点的一种运动目标参数估计算法

文章提出了一种水声网络探测节点的运动目标参数估计方法,即基于模型匹配原理的估计算法。给出了算法的原理和仿真分析。     

盘式制动器性能试验台模拟机的研制

对盘式制动器工作原理及试验原理进行了研究，研制开发出了盘式制动器性能试验台模拟机。介绍了模拟机主机部分的设计，实现飞轮组的多片组合，设计出驱动制动系统和单片机测试系统，以保证系统的模拟精度。