桥梁健康状况检测技术研究现状

对桥梁健康状况检测的重要性,桥梁健康状况检测的主要背景作了一定的概述。并对目前比较常用的几种桥梁健康状况检测技术如红外热像仪检测技术、光纤传感器检测技术、声探测技术、电磁波探测技术作了综合的介绍。     

高速公路交通管理系统用户满意度测评方法研究

高速公路交通管理系统用户满意度的测评研究对交通运输项目社会经济影响评价具有重要意义。利用计量经济学方法建立了基于交通运输信息的高速公路交通管理系统用户满意度指数模型,并对测评方法进行了研究。该方法为交通运输部门实时了解本系统运营质量水平提供了有效的参考依据。     

A capacity restraint transit assignment with elastic line frequency

This paper proposes a new formulation for the capacity restraint transit assignment problem with elastic line frequency, in which the line frequency is related to the passenger flows on transit lines. A stochastic user equilibrium transit assignment model with congestion and elastic line frequency is proposed and the equivalent mathematical programming problem is also formulated. Since the passenger waiting time and the line capacity are dependent on the line frequency, a fixed point problem with respect to the line frequency is devised accordingly. The existence of the fixed point problem has been proved. A solution algorithm for the proposed model is presented. Finally, a numerical example is used to illustrate the application of the proposed model and solution algorithm.     

贫混凝土基层材料变形性能的研究

通过室内试验，研究了贫混凝土道路基层材料的温度收缩和干燥收缩特性。试验结果为贫混凝土基层路面温度应力的计算提供了重要的参数，并对进一步研究贫混凝土基层干缩裂缝的防止具有重要的意义。     

半序F-型拓扑空间中一类算子方程的可解性

在引入-辅助序的F-型拓扑空间中,利用其相关性质,采用半序方法研究了一类算子方程Lx=Nx的可解性,证明了其解的存在性。     

连续刚构拱梁组合桥梁应力横向分布与温度应力分析

连续刚构拱梁组合桥梁,兼有连续刚构桥刚度大与拱桥跨越能力大的优点。以某连续刚构拱桥为研究对象,应用ANSYS软件建立起该桥的三维有限元模型,研究该桥箱梁应力的横向分布规律与全桥的温度应力。     

A link-node complementarity model and solution algorithm for dynamic user equilibria with exact flow propagations

In this paper, we propose a link-node complementarity model for the basic deterministic dynamic user equilibrium (DUE) problem with single-user-class and fixed demands. The model complements link-path formulations that have been widely studied for dynamic user equilibria. Under various dynamic network constraints, especially the exact flow propagation constraints, we show that the continuous-time dynamic user equilibrium problem can be formulated as an infinite dimensional mixed complementarity model. The continuous-time model can be further discretized as a finite dimensional non-linear complementarity problem (NCP). The proposed discrete-time model captures the exact flow propagation constraints that were usually approximated in previous studies. By associating link inflow at the beginning of a time interval to travel times at the end of the interval, the resulting discrete-time model is predictive rather than reactive. The solution existence and compactness condition for the proposed model is established under mild assumptions. The model is solved by an iterative algorithm with a relaxed NCP solved at each iteration. Numerical examples are provided to illustrate the proposed model and solution approach. We particularly show why predictive DUE is preferable to reactive DUE from an algorithmic perspective.     

高速机车制动温升对轴盘配合的影响

利用ANSYS建立了高速机车轴盘制动装置热量传递模型,计算了接触面热阻、间隙导热系数和表面传热系数,研究了其温度场分布特性,分析了制动生热对轴盘制动装置过盈配合的影响。计算结果表明:合理的制动盘和盘毂间隙能增大热阻,减小温度对过盈配合的影响,在结构允许范围内,建议合理的设计单边间隙为0.5~1.5mm;制动结束时刻,选择合理的盘毂厚度可使过盈面平均接触压力减小5.9%~6.6%,以降低温度对过盈配合的影响,建议盘毂合理厚度为8mm。     

聚丙烯纤维水泥稳定碎石收缩性能

为了减小水泥稳定碎石的收缩,研究了聚丙烯纤维对水泥稳定碎石收缩性能的影响,分别用千分表支架法和应变片电测法对聚丙烯纤维水泥稳定碎石和普通水泥稳定碎石的干缩性能和温缩性能进行了测试,分析了材料的平均干缩系数和平均温缩系数随纤维掺量变化的规律。试验结果表明:聚丙烯纤维的掺入可显著地减小水泥稳定碎石的平均干缩系数和平均温缩系数,高龄期聚丙烯纤维水泥稳定碎石的平均干缩系数比低龄期的小,而高龄期的平均温缩系数却比低龄期的大;在纤维体积掺量小于1‰的范围内,随着纤维体积掺量的增加,水泥稳定碎石平均干缩系数和平均温缩系数均逐渐减小。可见,在一定的纤维掺量范围内,聚丙烯纤维水泥稳定碎石具有良好的抗收缩性能,应用于路面基层可提高路面的抗裂性能。     

密立根油滴实验中平衡电压和下落时间关系的研究

通过分析平衡电压和下落时间的隐函数关系表达式,推导出了两者之间的直接函数表达式和变化关系。同时用数值模拟和实验验证的方法,得到这样的结论：随着下落时间的逐渐增长,平衡电压是逐渐变小的,而且变化率是越来越小。实验过程中油滴质量的减小很好地解释了两者之间的变化关系。剔除掉由于电量减小造成的不合理数据可以提高实验的准确度。