双线铁路隧道内空气污染浓度的数值模拟研究

本文提出了按一维带有运动点源的不稳定空气动力学模型来描述双线铁路隧道内污染物浓度分布，并采用控制容积平衡法导出相应对应的离散化方程，建立了隧道内污染物浓度分布的数值计算方法，采用此方法能方便地计算出隧道内污染物浓度分布及多次行车后的累积浓度、平均浓度。根据不同运行图可定量提出达到卫生标准所需的通风方式、通风时间和行车密度。     

错边对压力管道焊接接头应力集中影响的研究

采用有限元软件ANSYS9.0,针对压力管道焊接接头出现的不同位置、不同尺寸条件下的错边缺陷,研究它们对焊接接头应力集中程度的影响,为压力管道的安全评定提供可靠的力学依据。计算结果表明:压力管道焊接接头的应力集中不仅随着错边量的增大而增加,并且同尺寸的错边引起的应力集中,纵缝较环缝更明显。此外,还探讨了降低接头处焊缝金属的坡度,减小此处应力集中的可行性。     

船体纵骨的热点应力分析

运用MSC.Patran/Nastran软件,对典型船舶纵向构件进行了热点应力分析,讨论了4种不同因素对节点热点处的应力集中系数的影响,并总结了其变化规律。     

On stress concentration factors for tubular Y- and T-Joints in frame structures

This paper is written as a result of some years experience with fatigue analysis of offshore jacket structures where the connections are made as tubular joints. The hot spot stresses at the tubular joints in such analysis are normally derived based on parametric equations for stress concentration factors. These stress concentration factors are normally related to the axial force in the brace. It is observed that the hot spot stresses at the crown positions of the tubular joint in some cases are significantly affected by the local loading on the chord and the bending moment in the chord. In order to use the existing formulae in these cases some engineering effort is required to derive correct hot spot stress. This work can be avoided by using the nominal stress in the chord as the basis for calculating the hot spot stress at the crown position instead of using the axial force in the brace as basis for the analysis. This also extends the validity of the equations for stress concentration factors for T- and Y- joints in design standards. The proposed modification makes it also simpler to include the effect of joint flexibility in a proper way. The basis for a proposed revision of the equations for stress concentration factors for these joints is presented in this paper. It is considered that this modification leads to minor changes of the computer code, but that it will save analysis work for engineers and reduce the possibility of calculating incorrect fatigue lives in tubular frame structures.     

高速公路超长隧道纵向式通风设计计算

目前我国高速公路隧道通风设计,采用纵向式通风方案的临界长度为4.5 km,大于4.5 km长度的隧道通常采用分段纵向式或半横向式通风方式,这需要大大增加工程造价和运营成本。该文结合伊朗德黑兰北部高速公路Taloon隧道通风设计的成功案例,详细介绍了5 km左右隧道采用国际路协"PIARC(1995)报告"推荐的通风设计标准进行设计的计算方法。计算表明该设计方法完全能够满足国际现行通风设计要求,同时也能大大减少采用我国现行规范进行保守式设计所造成的资源浪费,对在海外高速公路隧道项目设计具有较好的借鉴意义。     

The clinical value of enzyme-multiplied immunoassay technique monitoring the plasma concentrations of cyclosporine A a

The feasibility and the clinical value of the enzyme-multiplied immunoassay technique （EMIT） monitoring of blood concentrations of cyclosporine A （CsA） in patients treated with CsA were investigated after kidney transplantation. The validation method was     

高速铁路正交异性桥面板疲劳细节的应力分析

利用ANSYS软件对正交异性钢桥面板建立了有限元模型,取客运专线的“标准ZK活载”作为列车荷载,分析了面板-U肋-横梁三者交叉处、U肋-横梁连接处及横梁开孔圆弧处的局部应力.分析结果表明:桥面板的应力主要集中在U肋、横梁、桥面板三者相交的部位;沿U肋一周有明显的应力集中;横梁开孔处为整个桥面板中局部应力水平较高的位置,...     

290m空腹式刚构桥三角区箱梁施工支架受力分析

针对贵州北盘江大桥三角区特殊的构造,提出了下弦采用挂篮施工并辅以扣索张拉,上弦采用支撑于下弦顶面的施工支架现浇施工方法.建立了三角区箱梁、扣索和施工支架于一体的有限元模型,开展了3种不同工况下的施工支架力学分析.计算结果表明:施工支架立柱内力受下弦梁段浇筑、扣索张拉和预应力张拉等影响较大,会出现内力集中现象.     

芦苇湿地处理垃圾渗滤液秋季氮环境效益

通过实验研究芦苇湿地对垃圾渗滤液中含氮污染物的去除,并探讨芦苇湿地各部分氮含量分布及变化规律.实验结果表明:垃圾渗滤液处理过的芦苇湿地土壤及芦苇根茎含氮量增加;茎叶含氮量明显高于芦苇根及土壤;芦苇生长过程能够固定环境土壤中的氮,芦苇能去除垃圾渗滤液中的部分含氮污染物.芦苇土壤含氮量未超出芦苇忍耐限度(177.67×103～255.67×103 mg/kg),还可以进一步增加垃圾渗滤液的处理量.芦苇湿地可能是处理垃圾渗滤液的一条有效途径.     

某前驱动桥断裂失效分析

对某驱动前桥断裂进行了多角度系统分析,探讨了半轴套管材质、热处理过程控制和桥壳塞焊工艺对前桥疲劳寿命的影响,试验及分析表明：热处理过程对套管的冲击功有较大影响,桥壳塞焊孔的加工定位误差易引起塞焊孔处应力变化甚至增加应力集中,通过重新制定套管热处理工艺,优化桥壳塞焊孔位置,缓解了最大拉应力区域的应力叠加效应,上述措施有效改善了某桥管韧性,目前该类型驱动前桥运行正常。