任意桥梁截面自由扭转常数计算的快速方法

计算任意截面的自由扭转常数可采用有限元分析方法,位移法有限元计算出的自由扭转常数比理论值偏大且网格剖分尺寸大小明显影响计算速度。本文从弹性理论圣维南自由扭转问题基本假设出发,针对悬臂梁模型采用基于位移的最小势能原理和基于应力的最小余能原理两种方法,推导势能泛函和余能泛函表达式,并求得泛函的极小值从而推导出相应的有限元方程,得到两种计算自由扭转常数公式。根据推导出的有限元方程,采用三角形单元编写程序进行两种截面的计算并与理论值对比。对比结果表明,采用两种方法计算自由扭转常数并取其平均值作为最终结果相较于采用单一位移法计算其精度大幅提高,两种方法互相参考有利于解决计算结果偏大和计算量过大的问题。     

一类a+b型浅水波方程的爆破现象和无限传播速度研究

本文研究了一类包含了Camassa-Holm(CH)和Degasperis-Procesi(DP)方程的非线性浅水波方程.首先建立了这类方程在Sobolev空间中解的局部适定性,爆破性.其次,我们讨论了这类方程的无限传播速度:如果初始值u0(·)具有紧支集,那么方程以u0(·)为初值的局部解u(t,·)不再具有紧支集,并且它在存在区间内呈现指数衰减的性质.     

磁悬浮列车穿越隧道引起的压力波传播规律研究

在对Fluent软件进行二次开发的基础上，对磁悬浮列车穿越隧道引起的压力波进行了三维数值模拟，得出了隧道内的压力波时程曲线。并将隧道内的压力波动情况与列车的运行情况相结合，对压力波在隧道内的传播规律进行了详细的分析和解释，这对磁悬浮铁路隧道的设计提供了理论基础。     

Simulation studies of information propagation in a self-organizing distributed traffic information system

This paper investigates the feasibility of a self-organizing, completely distributed traffic information system based upon vehicle-to-vehicle communication technologies. Unlike centralized traffic information systems, the proposed system does not need public infrastructure investment as a prerequisite for implementation. Due to the complexity of the proposed system, simulation is selected as the primary approach in the feasibility studies. A simulation framework is built based on an existing microscopic traffic simulation model for the simulation studies. The critical questions for building the proposed market-driven system are examined both from communication requirements and traffic engineering points of view. Traffic information propagation both in freeway and arterial networks via information exchange among IVC-equipped vehicles is tested within the simulation framework. Results on the probability of successful IVC and traffic information propagation distance obtained from the simulation studies are generated and analyzed under incident-free and incident conditions for various roadway formats and parameter combinations. Comparisons between the speed of the incident information wave and the speed of the corresponding traffic shock wave due to the incident are analyzed for different scenarios as the most crucial aspect of the information propagation as a potential foundation for application in such a decentralized traffic information system.     

动荷载与水耦合作用下无砟轨道混凝土层间裂纹扩展研究

随着高速铁路的大范围应用,无砟轨道在列车荷载与水耦合作用下的水致损伤问题备受关注。为研究列车荷载与水耦合作用下无砟轨道层间裂纹扩展现象,运用有限元软件进行无砟轨道层间裂纹扩展分析,开展动荷载与水耦合作用下的混凝土层间裂纹扩展试验。研究结果表明:裂纹尖端疲劳寿命与列车速度呈二次方关系,随列车轴重增加,裂纹尖端疲劳寿命显著降低;裂纹尖端剪应力随裂纹深度增大呈高次方增长;裂纹扩展初期尖端多呈一定弧度,裂纹局部会伴有压溃现象;混凝土层间裂纹沿界面扩展时为折线形,并可能会产生裂纹分叉,最终导致裂纹面掉块现象发生。     

基于集肤效应的地铁短路时间常数研究

在充分利用广州地铁实测数据基础上,通过建立恰当的短路计算模型,证明了在地铁短路过程的发展阶段其短路电流的时间常数是不断变化的;同时,对集肤效应进行了深入的理论分析,通过对实际情况的适当简化,进行了相关仿真研究;在仿真结果的基础上,总结了地铁走行轨在集肤效应的影响下电阻和电感参数随频率变化的情况。     

列车运行图可调整度评价系统研究

在详细分析了列车运行图缓冲时间的大小及其分布规律对列车晚点传播影响的基础上，通过建立列车运行图调整系统，对给定晚点程度的列车进行模拟调整，从而计算出列车晚点恢复率，晚点传播区大小，连带晚点时间和关键列车运行线等。指标来达到对列车运行图可高速程度优劣评判的目的。     

未来平地机模型

通过对液压与电子控制技术发展的研究,并结合机、电、液一体化在工程机械领域的应用,从平地机恒速驱动的变速传动系统与基于CAN总线技术的电子控制两个方面进行详细论述,对未来平地机的发展提供了一种新的思路,并就未来平地机自动调平技术提供了可实施的解决方案.     

不同因素对潜堤波浪传播的影响

针对波浪穿过梯形潜堤时的波浪形态沿程变化问题,以梯形潜堤为研究对象,通过二维水槽试验,研究梯形潜堤上规则波的传播特征。以比波高为参数分析不同波浪要素(波高、周期和水深等)对波浪传播变形的影响。试验结果表明,其他条件不变时,入射波高越大、波浪周期越小、堤顶淹没水深越小时,波高在潜堤上方衰减越明显。在有足够水深,且波高较小时,波浪对潜堤均有良好的穿透性;波高较大时,波浪在潜堤上部发生破碎,波浪穿过潜堤后波高衰减,此时潜堤的消波作用明显;在波浪不发生破碎情况下,较长周期波浪在潜堤顶部比波高增大,且出现双峰值。     

Buckle propagation of damaged SHCC sandwich pipes: Experimental tests and numerical simulation

Sandwich pipe (SP) combining high-strength performance and thermal insulation has been considered an effective solution for oil and gas transportation in ultra-deepwater. Strain hardening cementitious composite (SHCC) is well known for its capacity to withstand both tensile load and external hydrostatic pressure. The sandwich pipe considered in the research is constituted of concentric steel pipes with SHCC annular layer. In the present research work, the SHCC was manufactured, and full scale sandwich pipes were assembled. Intact and damaged specimens were submitted to controlled external pressure in a hyperbaric chamber to obtain the collapse and propagation pressures, respectively. Modeling and simulation of the buckle propagation of the SPs were correlated with the experimental results. The results show that sandwich pipe with SHCC core has an excellent structural strength under high external pressure in both intact and damaged conditions. Moreover, the results also show that the interaction between the annular and the inner/outer pipes provides a significant contribution to the buckling resistance under propagation pressure.