基于模糊证据推理的铁路隧道施工风险评估模型建构

研究基于模糊证据推理的铁路隧道施工风险评估模型,是一个模糊神经网络配合加权指标模型。其模糊神经网络的数据模糊使用数据投影法、归一化法、去量纲法等前置模糊算法,形成14个Double格式数据并输入到多列神经网络后,使用4个相对独立的解模糊模块对数据进行解析,形成针对4个特定事故风险的评价结果。使用加权指标法对4个指标进行整合,形成总体评价指标。通过真实数据的仿真分析,对比技术领域常用的2套成型软件,在评价敏感性不变的前提下,其评价特异性从10%提升至95%以上。     

汽缸体切削加工过程中的刀具优化

针对发动机缸体在加工中部分刀具出现的问题,通过对切削结果进行对比分析,结合机床性能和生产节拍的要求,确定刀具型式、几何参数及切削参数,满足了加工要求。仅以缸体销孔、前后端面及顶面的加工为例介绍了相关刀具的优化过程。     

结构优化对风机叶轮焊接残余应力和稳态运行的影响

本文利用大型通用有限元软件ANSYS,分析了15Mn Ni Cr Mo V离心式压缩机叶轮在不同叶片结构下焊接残余应力和运行应力的变化。结果表明:未进行结构优化之前,叶轮在焊接后的残余应力和正常运行时所受到的运行应力均较大,但是叶轮在经过叶片切割6°、12°和25°的结构调整后,叶轮焊后残余应力均明显降低,叶轮整体的残余应力最大降低了46.4%,叶片残余应力最大降低了53.6%。但是,随着叶片切割角度的增大,叶轮的运行应力却逐渐增加,而且切割25°后的叶轮运行应力超过了材料的屈服强度。     

铁路罐车流固耦合模型振动特性实验研究

为研究流固耦合运动对铁路罐车振动的影响,以G J70型液碱罐车的1∶5罐车模型进行纵向冲击实验.通过加速度传感器采集罐车在空载、装50％水、装75％水和装95％水4种工况下的罐体的横向加速度、车架的纵向加速度信号及罐体的垂向加速度信号,计算加速度信号的均值与均方根值,利用傅里叶变换对加速度信号进行频谱分析识别振动频率.经过对比分析表明,在流固耦合作用下的铁路罐车振动在各个方向上均产生明显变化,充液工况下具有更多的振动频率,且不同充液比下的振动频率也略有差异.     

Correlation Between Cutting Data Selection and Chip Form in Stainless Steel Turning

This article presents investigations related to the turning of stainless steel as a representative of difficult-to-cut materials and the effectiveness of selected chip breakers working in the local machining environment. Martensitic steel AISI 416 was used to test two commercially available types of chip breaker. The efficiency of a chip breaker working in the range of cutting conditions recommended (by the tool manufacturers) was the aim of the turning tests. As a result of the investigations an algorithm of cutting condition selection, combining both the cutting tests and the simulation procedure for the efficiency of the chip breaker was created. The vision system, equipped with a high-speed camera was used for chip form estimation. Simultaneously, the cutting force components were measured to check if the simulation calculation was correct. The FEM simulation was applied to estimate the manner in which the chip groove was filled. The article presents certain recommendations for cutting condition correction in the local machining environment for the purpose of achieving an acceptable chip form.     

Influence of High-Pressure Coolant Assistance on the Machinability of the Titanium Alloy Ti555–3

The origin of this article is the quantification of productivity gains and the improvement in surface integrity seen for a recent titanium alloy that is seeing increasing use in the aeronautical industry. The Ti555–3 titanium alloy, which is starting to find greater application in the aeronautical field, exhibits certain difficulties in terms of machining. High Pressure Coolant (HPC) assisted turning consists of projecting a high pressure coolant jet between the chip and the tool. Comparisons are made between assisted turning using variable jet pressure and conventional turning (dry and classical lubrication). It is shown that it is possible to improve productivity by using HPC-assisted machining. The results highlight good chip fragmentation and a great improvement of tool life with HPC assistance. Surface integrity is also shown to be improved, through surface roughness parameters that decrease, and surface residual stresses that become more compressive. These effects have been attributed to the thermo-mechanical action of the coolant jet resulting in lower cutting forces, lower coefficient of friction and lower temperature in the cutting zone.     

某多层建筑物纠倾方法分析与实施

某4层建筑物地基土为深厚的饱和淤泥质软土,基础采用沉降控制复合桩基设计。建筑物施工完成后,建筑物发生向北倾斜的现象。纠倾过程中先后采用了堆载纠倾、降水纠倾以及冲水排土纠倾的方法,均未见明显效果,最终采用截桩纠倾,有效解决了问题。结论表明,在有桩建筑物的纠倾中,采用截桩纠倾安全有效。     

淤泥制砖切坯机的发展现状及展望

切坯机是淤泥制砖过程中重要的设备,通过对淤泥制砖切坯机功能结构的分析,简述了切坯机的工作原理。论述了切坯机的自动控制系统,动力系统装置,以及切坯机模式三大模块的发展现状。给出目前国内切坯机的控制、动力、模式的新观点、新技术、新成果。阐述了切坯机在淤泥制砖中的重大应用和成果,指出切坯机切砖技术的发展趋势。     

铁路工程项目设计阶段投资控制措施研究

研究铁路工程设计阶段投资控制的重要性,以新包神铁路大塔站至马场壕工程设计实践为例,分析铁路工程投资控制的客观规律,提出构建设计储备制度、实施设计招标与设计方案竞选、采取限额设计、加强设计咨询工作等设计阶段控制投资措施。     

不同服役环境下高速铁路膨胀土路堑基床振动特性模型试验

为研究铺设半刚性防水结构层的膨胀土路堑基床的振动特性,在实验室内进行1∶1大比例尺模型试验,对基床在干燥、降雨和地下水位上升3种服役环境下以4 Hz频率分别进行100×104次激振,监测路堑基床不同位置的加速度和速度响应。结果表明:在相同循环动力荷载作用下,服役环境对新型基床结构的振动加速度和速度大小具有显著影响,但对二者沿基床深度方向的衰减规律影响不大;与干燥服役环境相比,路基面的加速度和速度增长幅度在降雨服役环境下分别为35%和20%,地下水位上升时分别为45%和23%。