应用新型蓄能悬架半车模型的动态性能仿真

为解决车辆主动、半主动悬架能耗较大的问题,进一步探索应用惯容器的蓄能悬架隔振性能优势,提出了一种由2个弹簧元件(主弹簧、副弹簧)、1个阻尼元件和1个惯容器组成新型蓄能悬架结构。建立了应用新型蓄能悬架的半车动力学模型,为有效避免遗传算法容易未成熟收敛的缺陷,采用多种群遗传算法(MPGA)对该新型蓄能悬架参数进行优化求解。时域仿真结果表明,应用新型蓄能悬架的车身垂向加速度均方根值降幅最多可达11.2%,车身俯仰角加速度均方根值降幅最多可达13.2%,悬架动行程均方根值及轮胎动载荷均方根值也均略有降低。新型蓄能悬架结构简单,无需外部能量输入即可使汽车乘坐舒适性及操纵稳定性得到明显改善。     

常用跨度铁路桥梁运行状态分布式监测与预警技术

针对铁路活载作用下冲击剧烈、环境恶劣、量大面广等特性,研究面向常用跨度铁路桥梁监测的分布式无线监测系统,开发了嵌入式双核数字信号处理器(DSP)智能采集处理终端,构建了以智能终端为基础的铁路桥梁运行状态实时监测系统,并基于单体梁跨监测数据统计分析和既有规范形成参量的多级束界,实现实时分级预警预报,在大秦线桥梁实时监测中应用效果良好.     

具有LQG控制器的主动悬架半车模型动力学分析与仿真

基于达朗贝尔原理建立半车主动悬架动力学模型,采用最优控制理论进行主动悬架LQG控制器设计.在Matlab/Simulink中建立对应的系统仿真模型,采用白噪声路面输入后进行该系统动态特性仿真,并将主、被动悬架特性进行对比分析.仿真结果表明,相对于被动悬架主动悬架性能有明显改善.     

Research on key technologies in design of middle pylon of Taizhou Bridge

At the middle pylon of a three-pylon two-span suspension bridge, the effect of unbalanced loads on the adjacent spans may result in a series of technical bottlenecks in design, such as stability and anti-slippage between saddles and main cables. This article presents the researches conducted on structure selection and behavior characteristics of middle pylon, interaction mechanism between main cables and saddles and their anti-slippage safety performance, elastic and plastic stability analysis and safety assessment of steel middle pylon, and fatigue design load and method for steel pylon of Taizhou Bridge. According to the research results, a longitudinal inverted Y shape steel middle pylon is used in design, effectively solving many technical difficulties, and this type of pylon has become a suitable middle pylon structural form for many three-pylon two-span suspension bridges.     

Software development of modeling assistant for continuous suspension bridges with multi pylon

Building a reasonable and accurate finite element model is the first and critical step for structural analysis of complicated bridge. In this article, modeling assistant for continuous suspension with multi-pylon is developed based on .Net platform, with VB.Net, C# language and OpenGL graphic technique. With parameterized modeling method, finite element model of this kind of bridge can be built quickly and accurately, and multi-type element modeling with uniform parameters is realized. With advanced graphic technique, three-dimensional model graph can be real-timely previewed for intuitive data check. With an example of practice project, the accuracy and feasibility of this modeling method and practicality of this software are verified.     

Space shape finding FE analysis for suspension bridge based on CR formulation method

The problem of geometric non-linearity simulation for spacial cable system was solved by introducing the truss element based on corotational coordinate (CR) system, cable structure materials and node coordinates and automatic refreshing algorithms for element internal force. And the shape-finding problem for maneuvering profile was solved with the Newton-Raphson based on energy convergence criteria with search function. This has avoided the regular truss element assumption extensively used in traditional methods and catenary elements which have difficulties in practical application because of the complicated formulas. The use of CR formulation has taken into account the stiffness outside the cable plane via a geometric stiffness matrix, realizing the 3D space analysis of a cable bridge and improving the efficiency and precision for the space geometric non-linearity analysis and cable structure, and enabling more precised simulation of geometric form finding and internal force of the large span suspension bridge main cable under construction.     

一种混凝土桥梁时变体系可靠度分析方法

提出一种基于有限单元法和Monte-Carlo模拟相结合的劣化环境作用时混凝土桥梁时变体系可靠度分析方法,明确并解决结构性能演变模拟和体系可靠度分析中的一些关键问题.根据已有研究成果中给出的基于有限元的分析方法利用FORTRAN 95编写分析程序——混凝土桥梁耐久性分析系统CBDAS来进行结构性能演变过程;提出一种基于结构超静定次数的体系失效模式确定方法,并利用MATLAB编写了分析程序SRMCS来计算结构的体系可靠度.结合结构性能演变模拟和体系可靠度分析给出混凝土桥梁时变体系可靠度的计算方法.最后,利用3个算例分别演示了程序CBDAS,SRMCS以及两者相结合时的分析功能.     

车辆座椅悬架用磁流变阻尼器的阻尼特性实验研究

在分析磁流变阻尼器的工作原理和简化模型的基础上,以座椅悬架用磁流变阻尼器为实验对象,在不同控制电流和不同激振频率输入下,对磁流变阻尼器的阻尼特性进行了台架实验研究。结果表明,该磁流变阻尼器耗能效果明显,而且阻尼力随着控制电流、激振频率的增加而增大,并趋于平衡。     

面向多约束的可举升复合油气悬架偏频优化

以空、满载状态下悬架偏频及空满载等频性作为平顺性评价指标,分析了可举升复合油气悬架结构参数对整车性能的影响.针对某军车可举升复合油气悬架结构参数与整车性能的匹配与优化进行了研究,以空、满载悬架偏频的平方和与空、满载悬架偏频差值的乘积为目标函数,以复合油气悬架结构参数为设计变量,以悬架边界条件,承载状况等为约束条件进行了优化计算,最后得出可举升复合油气悬架合理的参数匹配,既满足了设计要求,又能最大限度地提高整车平顺性.     

用分层Timoshenko梁单元分析RC斜拉桥的非线性地震响应

直接从材料的本构关系出发，用分层的Timoshenko梁单元模拟混凝土的弹塑性性能，对双塔单索面钢筋混凝土斜拉桥进行了考虑几何非线性和材料非线性的地震响应分析，编制了相应的弹塑性分析程序，并与通常弹塑性分析方法的结果进行了比较．结果表明：在设计烈度的地震荷裁作用下，大跨RC斜拉桥表现出明显的弹塑性性能，而由缆索的垂度、初张力及结构的大位移等引起的几何非线性影响较小；用分层的Timoshenko梁能较好地模拟在强震作用下钢筋混凝土斜拉桥的弹塑性性能．