液压转向系统手力沉重原因分析及实例优化

阐述了液压转向系统手力沉重问题的分类和原因分析,并进行了实例优化。     

热带海洋大气环境中3004系列铝和铜电化腐蚀行为研究(英文)

The galvanic corrosion behaviour of aluminium 3004 and copper with different area ratios were studied in the tropical marine atmosphere at Tuticorin harbour over a period of 426 days. The area ratios of AAl : ACu, studied were 1:1, 1:2, 1:4, 1:8, 2:1, 4:1 8:1. The galvanic corrosion behaviour of metals was studied in terms of relative increase in the corrosion rate of aluminium due to galvanic coupling with copper, relative decrease in the corrosion rate of copper due to galvanic coupling with aluminium, and the susceptibility of aluminium to pitting owing to galvanic coupling with copper. The galvanic potential and galvanic current of the system were monitored. Pits of different dimensions ranging from mild etchings to perforations were experienced on the borders and the surfaces of the interface of aluminium in contact with copper. The weathering parameters and the environmental pollutants which have a major role in influencing the galvanic corrosion of metals were also monitored. The corrosion products resulting from galvanic corrosion were analysed using XRD and the pitting on aluminium resulting from galvanic corrosion has been highlighted in terms of pit depth, size and density of pit, using a high resolution microscope.     

玄武岩纤维布加固连续梁弯矩重分布特征分析

对4根玄武岩纤维布加固的混凝土 T 形截面连续梁和1根对比梁进行抗弯试验,分析了试验梁的破坏模式和各控制截面的弯矩调幅系数.试验结果表明：加固梁跨中截面纵筋屈服前,加固梁和对比梁各控制截面荷载-挠度曲线基本重合;跨中截面纵筋屈服后,加固梁发生了明显的弯矩重分布,跨中截面弯矩调幅系数为0.09~0.22,中支座截面弯矩调幅系数为0.15~0.38;1~3层纤维布加固梁荷载-挠度曲线具有屈服平台,表现出明显的延性破坏特征.     

Discussion on the assessment of initial stress field of railway rock massEI北大核心

Research purposes: In actual work, according to the ground stress data for assessment, most railway tunnels are under very high ground stress and high ground stress state, which causes adjustment of surrounding rock and engineering measures to strengthen, thus these will cause large increased investment, even cause large dispute and chaos in analysis causes of tunnel lining cracking and deformation, but the engineering case that rock burst and large deformation occurred in actual excavation of tunnel is very rare. In this paper, according to rock mass mechanical theory, the ground stress information and engineering case, combined the relevant provisions of similar industry, the assessment of initial stress fields of rock mass in railway specification is discussed. Research conclusions: (1) The assessment of railway specification to initial ground stress field is not realistic and should be revised, preliminary judgment when the measured in-situ stress >30 MPa, the possibility of rockburst is increased. (2) Assessment conclusion of initial ground stress field should be discreet, the increased investment should be incorporated into the dynamic design. (3) The stress tests of survey design stage should be reasonable and appropriate. (4) The research results can be applied to the modification of railway norms and tunnel exploration.     

A study on seepage field in subgrade slope subjected to various rainfall patternsEI北大核心

Research purposes: Rainfall is one of the most important factors for subgrade slope failure, and rainfall patter is one of the most primary influence parameters. Based on the two-dimensional saturated-unsaturated seepage theory, numerical analyses are conducted to investigate the change rules of seepage field in subgrade slope subjected to rainfalls with four different patterns, i.e. delayed, uniform, central and advanced rainfall patterns. Research conclusions: (1) Both the maximum pore-water pressure umax and the maximum saturated depth Hsmax at shoulder are affected by rainfall intensity and rainfall duration observably. (2) There is a sensitive range of coefficient of permeability influencing on the maximum saturated depth, only within the sensitive range increasing coefficient of permeability could reduce Hsmax and subgrade surface pore-water pressure effectively. (3) Under central and advanced rainfall patterns, the most dangerous time stage of slope stability is obvious affected by coefficient of permeability, within the sensitive range and the less side outside the sensitive range, the starting point of the most dangerous time stage is not affected by coefficient of permeability, but the end time is advanced with coefficient of permeability increasing. (4) The stability of subgrade slope is the best under advanced rainfall pattern and the worst under delayed rainfall pattern. (5) The research results can provide basis and reference for slope protection and reinforcement design.     

Dynamic system‐optimal traffic assignment for a city using the continuum modeling approach

This paper presents a continuum dynamic traffic assignment model for a city in which the total cost of the traffic system is minimized: the travelers in the system are organized to choose the route to their destinations that minimizes the total cost of the system. Combined with the objective function, which defines the total cost and constraints such as certain physical and boundary conditions, a continuum model can be formulated as an optimization scheme with a feasible region in the function space. To obtain an admissible locally optimal solution to this problem, we first reformulate the optimization in discrete form and then introduce a heuristic method to solve it. This method converges rapidly with attractive computational cost. Numerical examples are used to demonstrate the effectiveness of the method. Copyright © 2013 John Wiley & Sons, Ltd.     

A review of shipboard large-scale energy storage systems北大核心CSCD

储能系统是船舶中的重要设备,可为各类船舶负荷提供能源。随着电力推进技术的成熟,全电船舶已成为未来船舶设计的主要方向。在此背景下,储能系统将由主要为辅助负荷供能逐步发展到为多类型船舶负荷供能,特别是作为船舶动力系统的重要组成部分与各类船舶主/辅机配合,在满足船舶各类负荷需求的前提下提高船舶的经济/环保特性。功能角色的转变加速了大规模储能系统接入船舶,带来了储能系统的状态估计、能量管理、优化规划等一系列问题。首先,对目前的储能技术进行分类;然后,介绍典型全电船舶的分类方法并指出储能系统的应用场景;最后,提出大容量储能系统接入船舶后带来的若干亟待解决的技术问题,即船舶储能系统分布式控制、船舶储能系统适应性规划与优化,以及船舶储能系统状态评估。所做研究可为未来大规模储能系统在电力化船舶上的应用研究提供参考方向。     

船闸口门区布置及其通航安全判别标准*

针对应用《船闸总体设计规范》进行船闸引航道口门区及制动段布置时遇到的问题,从船舶通航安全角度阐述了船闸引航道制动段、口门、口门区和连接段的内涵。介绍了国内外现有船闸口门区通航安全判别标准并指出其存在的问题,分析引航道口门区的水流特性及船舶舵效原理,提出一种切实可行的船闸通航安全制动段水流条件判别方法,对船闸整体模型试验及船闸总体布置具有一定借鉴意义。     

连续梁悬臂施工临时固结设计与检算

在预应力混凝土连续箱梁悬臂施工过程中,为保证梁体施工期间结构稳定和安全,需对梁体施工时实施临时固结措施。该文结合高速公路匝道桥上跨客运专线悬臂施工实例,详细介绍临时固结设计、检算及拆除方案。     

Optimize combustion of compressed natural gas engine by improving in-cylinder flows

In order to solve the problem of slow flame propagation in a spark-ignition engine fueled with compressed natural gas (CNG), the influence of in-cylinder flows on combustion process was investigated in CA6SE3-21E4N CNG-engine by means of numerical simulation and experiment. The status of in-cylinder flows from intake to expansion stroke was described by computational fluid dynamic tool, which revealed that the in-cylinder flows were one of the main reasons of slow burning rate. Therefore, a special-shaped combustion chamber called Cross was used to improve the in-cylinder flows. The results showed that peak turbulent kinetic energy of Cross was 43.9% higher than that of original combustion chamber called Cylinder during the late compression period at 1450 rpm 100% load. The combustion parameters, brake specific fuel consumption (BSFC) and regulated emissions were obtained by means of experiment. At 1450rpm 25%, 50%, 75% and 100% load conditions, the ignition delay of Cross was longer than that of Cylinder, moreover, the Cross produced averagely 5.75°CA shorter combustion duration. The BSFC of Cross was on an average of 4.3% reduction at 1450 rpm as well as the HC and CO emissions were reduced whereas the NOx emissions were significantly increased.