土石混填路堤长期沉降测试与计算分析

采用FLAC5.0所提供的二次开发程序接口,编写了改进的Burgers流变模型实现程序,并将该流变模型数值程序嵌入FLAC5.0。采用FLAC5.0中改进的Burgers本构模型和确定的流变模型参数,对怀新高速公路K20 240红砂岩土石混填粗粒土高填路堤的流变沉降进行了计算。同时对路堤沉降进行了测量,并将数值计算结果与实测结果进行了对比,对比结果表明数值计算值与实测值比较吻合,验证了改进的Burgers流变模型及其参数的合理性。嵌入FLAC5.0改进的Burgers本构模型数值计算程序为土石混填粗粒土路堤长期沉降计算提供了参考工具。     

Risk-identification-based hybrid method for estimating the system reliability of existing jacket platforms under fire

This paper proposes a risk-identification-based hybrid method for estimating the system reliability of steel jacket structures under fire.The proposed method starts with risk identification;according to the results of hazard identification and Dow’s fire and explosion index(F&EI) methodology,the most dangerous hazard sources are determined.In term of each equipment layout in steel jacket structures,fire load is imposed and elasto-plastic analysis is performed.According to the deformed state of steel jacket structures,the weakest failure mode of steel jacket structures is identified.In order to know the effect on ultimate bearing capacity of the offshore structural system,a series of elasto-plastic analyses are performed in which single failure element contained in the weakest failure mode is removed from the whole offshore platform structural system.Finally,the failure function of the steel jacket structure is generated and the failure probability of the steel jacket structure system is estimated under fire by genetic algorithm via MATLAB program.     

不同风化程度泥岩填料崩解特性试验分析

为合理利用马巢高速公路不良泥岩填料,采用洒水崩解颗粒分析试验,研究不同风化程度和种类的泥岩崩解特性,结果表明:随着洒水频率和洒水天数的增加,强风化、弱风化泥岩颗粒崩解到适宜粒径范围所需要的时间越短,呈现良好的阶梯递减趋势;它们可通过自然条件或预崩解方式来满足路基颗粒要求,而微风化泥岩一定要机械破碎后方能使用.马巢高速泥岩普遍采用预崩解措施,节约了造价,改善了工程质量和验收水平.     

The underground sewer drainage design analysis of highway subgrade under evaporation

According to the water balance principle, the expression of the phreatic table is established by considering evaporation and considering evaporation & drainage respectively. The law of phreatic table variation under the combined effects of considering evaporation & drainage is obtained. Based on Newton-Raphson itera-tive method, calculation and analysis programs are done to solve the first order implicit differential equation of the sewer drainage calculation considering phreatic evaporation. The calculation results show: after considering phreatic evaporation, in the need of reducing the same height of phreatic, the sewer spacing is appropriately larger than the case which didn’t consider the affection of phreatic evaporation; the phreatic drop speed in both effects of evaporation and drainage is faster than the case of just considering the drainage effect. Phreatic evaporation has a great influence to the subgrade sewer distance, phreatic evaporation needs to be considered in the subgrade drainage design.     

沥青路面车辙预估模型验证研究

为准确预估车辙量,有效指导沥青路面结构材料设计,在充分调研山西省3条典型沥青路面车辙数据的基础上,对由同济大学提出的经验分析法车辙预估模型进行验证,并对该预估模型涉及的车辙影响因素进行敏感性分析。结果表明：预估模型得到的面层各亚层车辙预估值与实测值相差较大,但预估得到的沥青路面车辙总变形与实测值较为接近,祁临高速公路偏差15.8%,离军高速公路偏差仅为9.0%;车辙影响因素敏感性分析结果表明,路面温度对于车辙变形的影响最为显著。     

关于船体形状对绕射增阻影响的分析

文章主要研究近两年国际海事组织（IMO）海上环境保护委员会（MEPC）所讨论的新船能效设计指数EEDI计算公式中的海洋气象因子fw,认为计算fw时计算船舶的波浪增阻是必需的。文中重点针对EEDI公式中船舶短波绕射增阻的计算方法进行研究。根据三维势流理论计算了集装箱船以及三种简化的集装箱船的波浪漂移力,以分析船体形状对短波绕射增阻的影响,并将结果与日本学者的近似方法做了比较。发现船首的形状对绕射增阻的影响相对较大,船尾次之。文中的研究成果对指导船型设计有一定的参考价值,对完善绕射增阻的计算方法有一定的帮助。     

装备软件研制中的质量管理

对装备软件研制中质量管理的主要内容和存在问题进行了分析,提出了在装备软件研制过程中质量管理需要把握的几个关键环节.     

惯性导航系统可观测度研究

线性系统的可观测性是状态估计的基础,通过可观测性矩阵分析系统的可观测性只能得出系统是否完全可观测,而不能对每一个状态的可观测性进行衡量.对不完全可观测系统,为使每一个状态的可观测性有一个量度,人们提出了可观测度的概念.论文分析了三种常用的可观测度定义方法,指出了它们的不足和局限性,并用两种新的方法从根本上分析了惯性导航系统各误差状态的可观测度,最后进行了仿真实验,证明了分析的正确性.     

基于LabVIEW的喷水推进泵空化在线监测系统

采用LabVIEW图形化编程软件构建了喷水推进泵空化在线监测系统平台,利用安装在喷水推进泵叶轮进口前的水听器和泵壳体上的加速度传感器分别获取泵内水声信号和壳体振动信号,选用特征频带的声压级和振动加速度级作为空化在线监测的特征量,并通过实测数据分析确定了对应的空化报警阈值。实船试验结果表明,该监测系统能够对喷水推进泵的空化状态进行实时有效的监测。     

基于ISIGHT的重型汽车空气悬架系统多目标优化设计

运用ADAMS/CAR建立重型汽车空气悬架模型和整车多体动力学模型,并对该车驾驶员处和鞍座处进行平顺性仿真分析.以驾驶员处和鞍座处加权加速度均方根为目标函数,以空气悬架弹簧刚度和减振器阻尼为试验因子,利用多目标优化软件ISIGHT进行多目标分析,获取最优参数.仿真分析结果表明,采用优化后的悬架参数可使驾驶员处以及鞍座处的舒适程度得到提高.