铁道部调整部分列车运行图

新增图定旅客列车10对: 北京西～延安T43/6 T45/4次,经由京广、陇海、西延线; 泰州～哈尔滨T157/6/7T158/5/8次,经由宁启、新长、陇海、京沪、京哈(狼窝铺～秦皇岛间经京山线)线,进北京;     

浅谈汽车工业对塑料橡胶的需求

为适心汽车工业的飞速发展，简要介绍了世界汽车材料的发展趋势，重点分析了汽车工业用塑料及橡胶的发展趋势，对汽车丁业用塑料及橡胶制品的需求量作了预测，同时对汽车工业用塑料及橡胶的前景进行了展望。     

Modified QUICK schemes for 3D advection-diffusion equation of pollutants on unstructured grids

In the framework of finite volume method (FVM), two modified schemes of quadratic upstream interpolation for convective kinematics (QUICK), namely quasi-QUICK (Q-QUICK) and normal quasi-QUICK (NQ-QUICK), for improving the precision of convective flux approximation are verified in 3D unsteady advection-diffusion equation of pollutants on unstructured grids. The constructed auxiliary nodes for Q-QUICK or NQQUICK are composed of two neighboring nodes plus the next upwind node; the later node is generated from intersection of the line of current neighboring nodes and their corresponding interfaces. The numerical results show that Q-QUICK and NQ-QUICK overwhelm central differencing scheme (CDS) in computational accuracy and behave similar numerical stability to upwind difference scheme (UDS), hybrid differencing scheme (HDS) and power difference scheme (PDS) after applying the deferred correction method. Their corresponding CPU time is approximately equivalent to that of traditional difference schemes. In addition, their abilities for adapting high grid deformation are robust. It is so promising to apply the suggested schemes to simulate pollutant transportation on arbitrary 3D natural boundary in the hydraulic or environmental engineering.     

基于遗传算法的高速公路应急站点选址模型及应用

合理的高速公路应急站点布局对提升应急处置水平具有重要意义.以高速公路应急时间、应急站点建设与运营成本、服务水平为多决策变量,对高速公路应急站点的数量及选址进行建模.利用随机模拟的遗传算法对该模型进行求解,通过种群评价、选择、交叉、变异的遗传择优过程搜索最优解,进而获取最佳应急站点的分配矩阵.仿真结果表明,通过该模型及求解算法确定的应急站点能满足高速公路应急管理需求,并能以不低于91%的概率向应急需求点提供应急服务,具有较好的普适性.      

重型海洋工程起重机底座建造工艺及其精度控制技术

重型海洋工程起重机是海上作业不可缺少的重要工具,其用途极其广泛,起重机底座具有尺寸大,与底座环配合精度要求高的特点。以国内首制大型深水铺管起重船“海洋石油201”4000吨重型海洋工程起重机为模型,研究其底座建造工艺及其精度控制技术。     

外压作用下带初挠度加筋圆柱壳极限载荷及变形研究

加筋圆柱壳的承压分析包含极限载荷和后屈曲变形,对这二者进行准确预报是加筋圆柱壳在建造完工后的重要一环。通过实测初挠度建立了反映加筋圆柱壳真实几何形状的有限元模型,在ABAQUS中使用弧长法获得了加筋圆柱壳在外部静水压作用下的极限载荷值,采用弧长与Dynamic/explicit相结合的途径模拟了加筋圆柱壳在外压作用下的后屈曲过程,并获得最终变形。通过与试验结果对比,得出上述数值方法准确可靠,计算结果更加符合客观实际,可以推广到工程应用中。