关于Cm V Fn的均匀全色数

对一个正常的全染色满足各种颜色所染元素数(点或边)相差不超过1时,称为均匀全染色,其所用最少染色数称为均匀全色数.就圈与扇的联图,得到了在不同取值情况下的均匀全色数.     

“自立号”自升式平台延长使用寿命的评估

渤海“自立号”是一座典型的沉垫基础自升式平台,平台寿命已经超过30年,为保证平台未来安全运行,需要对其进行剩余寿命的评估。评估内容包括考虑结构腐蚀的结构强度评估,以及对平台历史和延寿期的疲劳损伤累积评估。本文简要介绍了“自立号”平台延寿的评估过程和内容,供类似工程参考。     

轮轨噪声预测与控制方法综述

通过建立轮轨噪声预测模型,给出了车轮、钢轨辐射噪声声压级谱计算式。利用有关文献中的数据,对轮轨噪声进行了预测。从轮轨接触表面的不平顺、车轮、钢轨和声源等角度讨论了轮轨噪声的控制。     

杭州湾跨海大桥混凝土结构耐久性原位监测预警系统

为了确保杭州湾跨海大桥混凝土结构达到百年设计使用寿命,评价混凝土结构耐久性状况的动态发展,通过对预埋式钢筋腐蚀无损监测传感系统的国际合作研究,确定了基于电化学原理和辅助光纤技术的耐久性监测技术思路,制定了该工程耐久性动态预报监测平台的构架技术方案,捕获了结构各部位腐蚀预警的个性化判据,优化了全桥测点的布置,集成、改良并安装了控制关键部位的全套系统(共计48套监测单元)。工程实测结果表明:测试数据稳定,并且与实验室研究数据吻合。     

融雪剂对混凝土路面剥蚀破坏机理及预防措施的研究

该文通过分析融雪剂对混凝土的盐冻破坏机理,经试验确定水灰比、引气剂掺量及粉煤灰等掺和料对混凝土的抗盐冻性的影响,提出有抗冻要求地区路面混凝土配合比设计的注意事项,对于在寒冷地区修建高速公路具有一定的指导意义。     

机械产品模糊可重构设计原理与方法

为了解决可重构设计理论和方法存在的局限性问题,实现快速设计新产品,在分析设计需求的模糊性、设计域关系的模糊性和设计过程的模糊性基础上,将模糊集理论引入可重构设计中,提出了机械产品模糊可重构设计原理与方法.以350 km/h高速列车转向架总体设计为例,运用质量屋工具构建转向架模糊矩阵,求解出目标参数及其重要度,给出了转向架主要性能参数的隶属度函数,并采用距离贴近度模糊相似度识别.研究结果表明: 300 km/h高速列车转向架的距离贴近度为0.91,与设计目标最相似,进一步通过参数竞争性分析确定出修改设计方向,快速实现了转向架的资源重用和设计创新.      

Formation of nanometer coherent structures during spinodal decomposition and ordering coexistence phase transformation in Fe-24Al alloys

The nanometer coherent structure evolution of spinodal decomposition and ordering coexistence phase transformation in Fe-24Al alloys is investigated by the microscopic phase field kinetic model. The results show that the concentration and long-range order parameters all continuously change towards to their equilibrium values during phase transformation. With the increase of elastic interaction energy, the anisotropy along [01] or [10] elastic soft direction is more obvious and the time reaching equilibrium state is also shortened. According to the results, the formation of nanometer coherent structures during phase transformation is composed of the initial decreasing stage of order degree stage, the incubation stage, the continuous increasing stage of concentration order parameter and long-range order parameter, and the later stable stage. The spinodal decomposition and ordering is interaction; the initial ordering stage is a necessary condition of the coexistence phase transformation. The nanometer coherent structures are not found to grow during the whole phase transformation. The simulation results are in accordance with the results in experiment obtained by the aging treatment in Fe-24Al alloys.     

基于G.8032的二层以太环网两点故障保护方案研究

ITU-T提出了以太网环网保护切换的方案,即G.8032标准.该标准采用备用链路的方法,当故障发生时,开通备用链路.但是,该标准只针对一点故障的保护,对于两点故障的保护能力还是空白,本文主要讨论基于G.8032标准的两点故障的保护.     

汽车零部件物流越库配送系统的多重响应优化

提出了一种离散动态系统仿真和响应面元模型相结合的优化方法,对汽车零部件物流越库中心内部设计的多重绩效(零部件吞吐量与平均运作时间)进行优化.在越库中心实际运作的基础上,借助Arena模拟越库的内部运作流程,选取一部分重要内部构件作为系统绩效的设计变量,根据仿真实验的结果拟合出吞吐量和运作时间的响应面元模型,识别出越库中心设计的关键因子,并找出3种目标下最大化绩效的因子组合.优化结果表明,优化后的越库能大大改进系统绩效,所采用的方法可用于零部件的越库实践.     

Experimental study on mechanical properties of weathered rock covered by loess

Based on dynamic triaxial test, the mechanical properties of the weathered rock covered by loess were studied. The cohesion value of weathered mudstone is far below that of the weathered sandstone, while the internal friction angle values are basically equivalent, about 30°. Compared with the undisturbed sample, the cohesion value of remodeling weathered rock sample decreases significantly. With the increase of moisture content, the strength of weathered mudstone is obviously decreased due to the influence of the water softening effect. This results illustrate that the bearing stratum is not easily affected by external disturbance in comparison to weathered mudstone. In the engineering, in order to ensure the good mechanical properties of the soil, more attention should be paid to keeping the water content constant, even to reducing the water content. The experiments show that the relations between shear stress and strain of weathered rock were nonlinear and the behavior of weathered rock can be expressed by the hyperbolic model. The initial modulus of undisturbed weathered rock, under the same consolidation conditions, is much greater than that of remodeling samples. Meanwhile, the initial dynamic elastic modulus of sandstone is also greater than that of the mudstone. The dynamic shear modulus ratios of the undisturbed sandstone, the undisturbed mudstone, as well as the remodeling mudstone have the normalization characteristics with the increase of dynamic shear strain. The damping ratio of mudstone is larger than that of the sandstone, and the damping ratio of remolding sample is also greater than that of the undisturbed mudstone. The mudstone has the bad mechanical properties as bearing stratum.