冷再生结构层力学响应分析

通过研究冷再生结构层受力分析,在室内试验数据基础上,采用有限元BISAR软件对冷再生结构层以及常规半刚性路面结构层进行力学响应分析,得出了常规半刚性基层与冷再生基层力学响应的差异、冷再生层合理厚度、冷再生基层路面铣刨深度以及冷再生基层路面的使用条件.该研究对冷再生结构层设计与施工具有一定的借鉴作用.     

A macro-meso constitutive law for concrete having imperfect interface and nonlinear matrix

The overall behavior of concrete depends on its meso structures such as aggregate shape, interface status, and mortar matrix property. The two key meso structure characters of concrete, bond status of interface and nonlinear property of matrix, are considered in focus. The variational structure principle is adopted to establish the macro-meso constitutive law of concrete. Specially, a linear reference composite material is selected to make its effective behavior approach the nonlinear overall behavior of concrete. And the overall property of linear reference composite can be estimated by classical estimation method such as self-consistent estimates method and Mori-Tanaka method. This variational structure method involves an optimum problem ultimately. Finally, the macro-meso constitutive law of concrete is established by optimizing the shear modulus of matrix of the linear reference composite. By analyzing the constitutive relation of concrete established, we find that the brittleness of concrete stems from the imperfect interface and the shear dilation property of concrete comes from the micro holes contained in concrete. Supported by the National Natural Science Foundation of China (Grant Nos. 50679022, 90510017, 50539090) and National Basic Research Program of China (Grant No. 2007CB714104)     

三轴移动载荷对半刚性路面性能影响分析

为研究多轴车辆移动载荷对半刚性路面性能影响规律,针对半刚性路面的特点,依据弹性层状体系理论,将半刚性路面的沥青层、半刚性基层、半刚性底基层及土基层按线弹性考虑,建立了半刚性路面的三维有限元分析模型,分析了车辆三轴移动载荷对半刚性路面性能影响。结果表明,3轴载荷作用下路面应力变化与车辆轴数有关,当车桥依次驶过路面时,路面应力出现3次突变,沥青层三向压应力、半刚性基层和底基层的垂直压应力、横向拉应力和水平拉应力均增大,最大拉应力出现在半刚性基层和底基层结合处;前轴驶过时轮迹带中心区域各层的横向剪应力最大,后轴驶过时轮迹带边缘区域各层的横向剪应力最大,最大值出现在沥青层底部;中轴驶过时路面各层的水平剪应力最大,最大值也出现在沥青层底部。因此,设计路面结构时,半刚性基层和半刚性底基层应选取抗弯和抗拉强度较高的材料,并应加强沥青面层的抗剪强度。     

环形橡胶径向刚度特性仿真分析

利用ANSYS软件建立了环形橡胶的有限元参数化模型,将对模型仿真所得结果与已有数据进行对比,验证了仿真模型的正确性,实现了环形橡胶径向刚度的快速计算.在此基础上,分析了内外圆柱面半径与轴向长度对环形橡胶简化径向刚度值的影响,研究了环形橡胶的径向刚度特性,确立了在环形橡胶实际设计中需要考虑的要点,为环形橡胶的设计提供了依据.     

基于有限体积法的G4-73型离心风机三维流场数值模拟

基于有限体积法,利用Fluent软件对G4-73型离心风机内部流场进行了全三维数值模拟。结果表明:蜗壳内的低能流体区沿轴向朝流动方向推进;叶轮内的静压和动压在叶片吸力面靠近叶轮进口处最低,叶轮流道中动压等值线呈"凸"型分布,在叶片压力面靠近叶轮出口处静压和动压达到最大值,且叶轮出口相对总压损失集中在吸力面和前盘侧。     

车辆悬架减震优化设计方法仿真

车辆在不同路况和不同车速等情况下,悬架系统弹性元件受到的冲击大小差异很大,无法形成固定的振动规则,振动剧烈程度与阻尼系数无法关联.传统车辆悬架减振设计方法,采用固定阻尼系数来减少弹性元件的振动,没有考虑不同路况及车速产生的振动剧烈程度不同的问题,减振效果较差.提出一种车辆悬架减震优化有限元设计方法,分析车辆悬架减震器的功能和结构,塑造车辆悬架减震优化模型,采用ANSYS有限元软件中一阶优化方法进行车辆悬架减振优化设计,以悬架减震器阻尼力为优化目标,以减震器阻尼系数为优化设计变量,以静强度和最大减震强度为约束条件,对车辆悬架减震进行有限元优化设计,确保车辆车身振动迅速衰弱,使车身能够很快达到一种稳定状态.实验结果表明,上述方法使车辆减震阻尼力和最大减震强度都优于传统方法,具有较高的稳定性和控制精度.     

煤炭漏斗车装卸载过程仿真

煤炭漏斗车端、侧墙侧压力是车体静强度校核中的重要作用载荷.运用离散单元法,建立煤炭漏斗车仿真模型,对装卸载过程中车体所受的侧压力进行了仿真分析,并对车体内部的压力场和速度场的分布情况进行了分析.仿真结果表明,装载平衡后,端、侧墙侧压力沿墙高呈非线性分布;卸载过程中,侧墙侧压力呈现明显的波动变化.研究结果说明,离散单元法用于模拟和分析漏斗车车体压力及散粒体流动规律是可行的.仿真结果对漏斗车车体结构的研发具有一定的现实指导意义.     

基于物理的波浪实时模拟方法

为解决广域范围内波浪状态的实时计算和可视化问题,结合无粘滞流体力学的物理模型,提出了一种以三角形为控制单元的有限体积简化算法。该算法的优点在于：以不规则边界区域的非规则三角网格为基础,通过简化通量向量分裂方法获得三角形控制单元的边界数值通量,能快速逼近二维浅水方程的解进而模拟非规则边界浅水的实时流动。实验结果显示,所提方法能在符合现实世界物理规律的前提下较好地实现大规模波浪的实时可视化模拟。     

The design and analysis of unequal error protection fountain coding for multiple source networks over binary erasure channels

A novel network model of multiple source fountain coding is developed and a novel class of generic multiple source fountain codes with unequal error protection(UEP)property is proposed.The And–Or tree analysis technique is generalized to analyze the asymptotic performance of the proposed codes and a joint optimization method employing both linear and nonlinear programs is developed to optimize the degree distributions.Furthermore,we propose three basic methods to achieve UEP property and the performance of each method is discussed.We employ these analytical results and optimization method to design and discuss several UEP codes with two and four sources for different application scenarios.Simulation results verify that the proposed codes can be applied to the networks with any number of sources and can provide strong UEP property in various ways based on the proposed three basic methods.     

Temporal evolution of contacts and communities in networks of face-to-face human interactions

Temporal dynamics of social interaction networks as well as the analysis of communities are key aspects to gain a better understanding of the involved processes, important influence factors, their effects, and their structural implications. In this article, we analyze temporal dynamics of contacts and the evolution of communities in networks of face-to-face proximity. As our application context, we consider four scientific coil- ferences. On a structural level, we focus on static and dynamic properties of the contact graphs. Also, we analyze the resulting community structure using state-of-the-art automatic community detection algorithms. Specifically, we analyze tile evolution of contacts and communities over time to consider the stability of the respective conmmnities. Furthermore, we assess different factors which have an influence on the quality of com- munity prediction. Overall, we provide first important insights into the evolution of contacts and communities in face-to-face contact networks.