小半径曲线无缝线路稳定性有限元分析

研究目的：利用有限元法解决在温度力作用下无缝线路特别是小半径曲线的臌曲失稳问题。 研究方法：建立了包含钢轨、扣件、轨枕和道床阻力为一体的轨道框架模型，推导了相应的数值计算公式并编制了有限元程序。该模型还考虑了横向力对无缝线路稳定性的影响。 研究结果：得到了不同工况下钢轨横向位移一温度曲线，并与“统一公式”进行了比较。 研究结论：有限元方法在研究无缝线路稳定性方面是可行和有效的；有限元方法能计算出不同工况下的轨道结构从锁定轨温直到破坏全过程的横向位移，相对于“统一公式”，该方法可考虑各种复杂的工况，能更精确地反映轨道横向变形的趋势，从而为铁路工务部门养护维修提供理论指导。     

桁架式Spar平台在波浪中的运动预报与实验测量

基于细长体水动力公式和刚体全非线性运动方程,以及桁架式Spar平台主体与其锚泊系统相互耦合的力和位移边界条件,建立了桁架式Spar平台在波浪中的运动响应预报模型,对其在波浪中的运动和锚泊力进行了预报。通过运动光学测量系统和拉力传感器在哈尔滨工程大学水池对Spar平台模型在波浪中的运动和锚泊力进行了测量。数值预报结果和实验测量进行了比较,结果表明二者符合得很好。     

平陆互通方案拟定与选择

根据地形特点、周边路网、预测转向交通量以及平陆县城发展规划,结合路线布设,对平陆互通方案进行了介绍,并从技术指标、工程规模投资、建设条件、施工方案、环境影响以及地方意见等方面进行方案比较,并最终选择推荐方案,供相关工程设计人员借鉴。     

基于菜籽油的汽油机油基础油

考虑到可生物降解润滑油在润滑性能和生物降解性能两方面的要求，选用菜籽油作为基础油，并合理选用添加剂，按照均匀设计方法，安排多因素试验，考察了润滑油抗氧化性能，提出了10W／40SG级汽油机油的优化配方。进行了该配方与国外成品汽油机油的使用性能和可生物降解性能的对比试验，结果表明，其质量水平已达到10W／40SG的性能要求，且生物降解性能优于同类矿物基润滑油。     

Wave Number Method for Three-Dimensional Steady-State Acoustic Problems

Based on the indirect Trefftz approach, a wave number method (WNM) is proposed to deal with three-dimensional steady-state acoustic problems. In the WNM, the dynamic pressure response variable is approximated by a set of wave functions, which exactly satisfy the Helmholtz equation. The set of wave functions comprise the exact solutions of the homogeneous part of the governing equations and some particular solution functions. The unknown coefficients of the wave functions can be obtained by enforcing the pressure approximation to satisfy the boundary conditions. Compared with the boundary element method (BEM), the WNM have a smaller system matrix, and is applicable to the radiation problems since the wave functions are independent of the domain size. A 3D acoustic cavity is exemplified to show the properties of the method. The results show that the wave number method is more efficient than the BEM, and it is fairly accurate.     

桥渡壅水计算

在总结桥梁壅水的研究成果的基础上,对我国公路设计规范(1992年版)计算桥梁壅水公式的改进形式与现行铁路设计规范公式做了对比分析,提出新的正交桥壅水计算公式,并采用正交桥天然资料进行了验证。     

废轮胎胎面胶粉改性沥青性能研究

通过对沥青基本性能和动态剪切流变性能的测试,分析研究了一种50目废轮胎胎面胶粉改性沥青的工艺参数和性能指标。研究表明,这种胶粉具有较好的高低温性能和高温存储稳定性,常规性能指标高于一些项目标准,路用性能等级能达到PG76。随着胶粉掺量的增加,沥青的软化点、延度、老化延度、弹性恢复、粘度、DSR值都呈上升变化趋势,此种胶粉掺量16%左右为宜;添加少量SBS的胶粉/SBS复合改性沥青较胶粉改性沥青具有更好的低温性能和高温抗车辙性能,老化后5℃的延度有明显的提高,路用性能等级能达到PG82。     

Spillback congestion in dynamic traffic assignment: A macroscopic flow model with time-varying bottlenecks

In this paper, we propose a new model for the within-day Dynamic Traffic Assignment (DTA) on road networks where the simulation of queue spillovers is explicitly addressed, and a user equilibrium is expressed as a fixed-point problem in terms of arc flow temporal profiles, i.e., in the infinite dimension space of time’s functions. The model integrates spillback congestion into an existing formulation of the DTA based on continuous-time variables and implicit path enumeration, which is capable of explicitly representing the formation and dispersion of vehicle queues on road links, but allows them to exceed the arc length. The propagation of congestion among adjacent arcs will be achieved through the introduction of time-varying exit and entry capacities that limit the inflow on downstream arcs in such a way that their storage capacities are never exceeded. Determining the temporal profile of these capacity constraints requires solving a system of spatially non-separable macroscopic flow models on the supply side of the DTA based on the theory of kinematic waves, which describe the dynamic of the spillback phenomenon and yield consistent network performances for given arc flows. We also devise a numerical solution algorithm of the proposed continuous-time formulation allowing for “long time intervals” of several minutes, and give an empirical evidence of its convergence. Finally, we carry out a thorough experimentation in order to estimate the relevance of spillback modeling in the context of the DTA, compare the proposed model in terms of effectiveness with the Cell Transmission Model, and assess the efficiency of the proposed algorithm and its applicability to real instances with large networks.     

超大跨度斜拉桥几何非线性精细化分析

基于几何非线性分析的CR列式全量法,采用悬链线索单元模拟斜拉索,分析主跨为1 088 m的苏通大桥施工过程几何非线性影响。研究结果表明:该方法具有很高的精度和效率;经典的几何非线性分析方法引起的恒载应力相对误差在10%以内,主梁成桥标高相差超过0.5 m;对于张拉工况,经典方法增加荷载步数并不能提高其计算精度。建议超大跨度斜拉桥施工控制时采用精细化的分析方法。     

考虑锈蚀影响的拉索状态UL列式分析法

针对拉索在服役期间经常出现的钢丝锈蚀及索力松弛病害现象,通过求解拉索微分方程边值问题及讨论索的收敛迭代解,引入Lemaitre的疲劳损伤应变等价原理和几何损伤理论,提出了在工程中拉索的锈蚀程度可通过适当折减拉索材料的弹性模量来表征,在此基础上,建立了计入拉索锈蚀和索力松弛影响的拉索状态UL列式分析方法,并成功运用到实际工程的拉索状态分析中。研究和工程实践表明拉索的锈蚀和索力松弛在服役期间拉索结构状态分析中不容忽视。所提供的方法,考虑了拉索锈蚀及索力松弛病害影响,为大跨度斜拉桥服役期间拉索状态较为精确的非线性分析提供了重要依据。