含水率、干密度对红土强度影响规律的试验研究

试样取自南昌地区红土层,室内配制了64组不同含水率和干密度的非饱和击实试样分别进行直接剪切试验,以研究红土在不同含水率、干密度下抗剪强度的变化规律.试验结果表明,含水率、干密度对抗剪强度及C和φ的影响不是成简单的线性关系.相同干密度下,抗剪强度随着含水率的增大而减小;而相同的含水率下,粘聚力C随着干密度的增大而增大,内摩擦角φ与干密度的关系较复杂.     

隧道穿越第四系冲洪积浅埋粉土地层之设计和施工研究

结合工程设计实例,对云彩岭隧道穿越粉土浅埋地层的问题进行了探讨,并提出了一些建议与解决方法。     

强震作用下连续箱梁桥破坏的反应谱分析

基于反应谱分析法,揭示了强震作用下箱梁桥破坏机制。考虑3种工况,运用有限元软件Midas对连续箱梁桥破坏进行数值模拟,从全桥地震反应谱位移图发现了强震作用下桥台台顶变形位移值十分明显。通过对主梁内力响应变化规律研究,揭示了横、纵向地震控制梁桥破坏的不同内力;证明了桥墩和跨中截面属于地震响应敏感部位。     

A Modular Computer Model for the Design of Vehicle Dynamics Control Systems1

This paper describes a multiport approach to computer-aided modeling of vehicle dynamics. The modeling approach produces models that are suitable for the interactive design and evaluation of complex control strategies. The vehicle model which can be used for ride and handling analysis, is built from modular components. The components are programmed using the syntax of the computer aided control system design (CACSD) program EASYS. Seven modeling components are used to create a three-dimensional vehicle dvnamics model. The model is flexible enoug-h to simulate any suspension design with revolute joints.

Each component of the model consists of a FORTRAN subroutine and a main calling module called a macro. To simplify the process of model building, the modeling components in the car model are designed to represent physical elements, such as the spring, damper, link or tire. To create a model, the components, which are represented by blocks, are interconnected through points, located on the blocks, called pons. These ports have been designed to simulate the location of the connection points between the physical elements, as observed in real systems. The construction of multibody models within a CACSD program offers the flexibility of simultaneous interactive simulation of the three-dimensional dvnamics and evaluation of the desien of the controls.

Although modeling of multibody systems using FORTRAN components has been pioneered by Chace, Haug and Orlandea; and bond graph modeling of multibody systems has been investigated by Bos, this approach is novel because:-

The model is included in the control system design program (EASYS). This arrangement allows the designer to exploit the advanced control design tools available in the program. Furthermore, this approach significantly reduces the computation time required for running the model after parameters modification.

The model is built from components that are interconnected by ports which represent the actual physical location of the connection points between the elements. The multiport approach simplifies the model building process for multibody systems. This simplification is achieved by reducing the model of a multibody system to a block diagram form.     

带负荷热试中O2传感器的故障检测

论述了某3.4 L6缸电控汽油机带负荷20 min热试项目中试验工况的设置、数据分析、波形对比和故障 检测。基于O2传感器的结构和工作原理详细介绍了在本项试验中应用的对比分析法。通过对试验数据的统计分 析,对检测到的O2传感器常见故障进行时域分析。结果表明,应用对比分析法成功地实现了对O2传感器的故障 检测。     

静液储能传动汽车发动机怠速模糊自适应控制

针对静液压储能传动汽车的特点,应用模糊控制理论对发动机怠速控制进行了研究,设计了一个用于发动机怠速控制的模糊自适应控制器。台架试验结果表明,模糊自适应控制方法应用于发动机怠速控制是可行的,而且具有较好的稳定性和较快的动态响应特性。     

武汉阳逻长江大桥施工猫道设计与验算

扼要介绍了武汉阳逻长江大桥施工猫道的设计,采用ANSYS的LINK10与BEAM4单元计算了猫道这一柔性空间索桁结构在空索状态及成形状态的线形。在静力验算时,猫道中间标高处等效静阵风风速取为50.4m/s,由于主要承重结构钢丝绳弹性模量为索力的函数,本文参考国内多座桥梁施工猫道钢丝绳弹模实测值取用1.30×105MPa,按5种工况8种状态验算了猫道的静风稳定性验算。     

螺栓在高温下的蠕变松弛分析

基于非线性理论,运用ANSYS软件建立了螺栓的一维模型。在温度荷载下进行了螺栓的蠕变分析。研究结果对螺栓的有效应用具有一定的指导意义。     

结合钢桁梁正交异性钢桥面板体系研究

为研究结合钢桁梁正交异性钢桥面板体系(纵横梁体系、横梁体系、纵梁体系)受力性能的差别,以闵浦大桥为例,采用MIDAS Civil软件建立3种结构体系的主跨桁架局部空间模型进行有限元计算分析,得到如下结论:纵梁体系不适合于结合钢桁梁正交异性钢桥面板结构;横梁体系结构比纵横梁体系受力不利;纵横梁体系在获得足够的净空的同时不至于使整个桁架很高,桥面板受力合理,是最适用于结合钢桁梁的正交异性钢桥面板体系.