基于STM32的蓄电池内阻测量系统设计

文章设计了一款以STM32微处理器为核心的蓄电池内阻测量系统,采用交流阻抗法对电池内阻进行测量.针对测量信号微弱,易淹没于噪声的特点,应用相关检测技术以检出有用信息.调试和对比实验数据表明,该系统可实现对蓄电池内阻的在线、快速、精准测量.     

Some Key Technologies of a New-type CNC Curve Grinding Machine

This paper presented a new-type CNC curve grinding machine, in order to conquer the disadvantages of conventional NC curve grinding machine and improve surface quality, dimensional accuracy and machining efficiency. The new-type grinder adopts some high and new technologies: ① the normal tracing device could make grinding wheel coincide with the normal direction of the machining points in work piece, and improve surface quality and dimensional accuracy; ② the digital image on-line recognition system could monitor machining process and compensate wheel wear in real time; ③ linear motor drive mechanism could realize the exact adjustment of the grinding head digitally and increase the machining efficiency. The math models of normal tracing and circular tolerance zone were presented. The experimental results show that the new-type CNC curve grinding machine equipped with the three devices mentioned above is easy to realize the precision grinding of any complex curve, and improve surface quality, dimensional accuracy and machining efficiency.     

计及需求侧的风-光-氢多能互补微电网优化配置

针对多能互补微电网经济成本最优问题,提出一种计及需求侧响应的风-光-氢多能互补微电网优化配置方法.首先,在相关功率约束和控制原则下制定运行控制策略;接着,为最大化直接消纳风光发电,引入激励型需求侧响应,利用混合整数规划优化负荷曲线;进而,建立考虑需求侧响应的优化配置模型,基于等年值成本最小的优化目标,综合考虑系统的必要...     

多年冻土区钻孔灌注桩施工过程热力特性研究

钻孔灌注桩水化热会暖化冻土引起桩基承载力下降,以桩基水化热在时间与空间上的影响效应为研究目的,结合青藏公路G214沿线查拉坪旱桥桩基观测数据,分析水化热对地温场的扰动范围以及桩周土回冻时间,给出灌注桩18 d内的养护温度。结果表明:水化热对距桩1.95 m以外地温影响微弱;144 d后桩侧温度降至0℃以下,229 d后桩侧温度低于-0.5℃;2 a后桩侧基本回冻至天然地温,此时承载力已达到设计要求。桩基混凝土养护温度前5 d在10℃以上,5～12 d在5℃以上,12～15 d为2℃以上,15～18 d仍高于0℃。通过数值仿真给出混凝土入模温度及桩基施工时间对桩周温度场的影响,模拟结果显示,该区域的灌注桩施工可以在相应规范规定范围内提高混凝土入模温度;灌注桩施工可以在冷季进行,但要做好5 m以上深度桩基混凝土的温控措施。     

太阳能混合动力电动汽车驱动系统及模糊控制

能源危机和环境污染是当今世界面临的两大问题,太阳能电动车将对解决面临的能源危机和环境污染具有重大意义。受技术和天气因素的影响,需要将其和传统的发动机结合成混合动力电动汽车。文章对太阳能动力电动汽车驱动系统进行简要设计,并对其控制策略进行简要分析,提出了一种变结构模糊控制系统。     

一种基于卫星导航的列车初始定位方法研究

在西北环境恶劣地区,线路区间往往较少设置实体应答器,列车在区间重启时需要长距离低速运行.经过实体应答器后才能确定列车位置。针对该问题.本文提出一种基于卫星导航系统和车载电子地图的列车初始定位方法。该方法利用轨道约束算法和概率学方法,设计满足铁路安全标准要求的列车初始定位方法。     

铁路预应力路堤加固技术数值研究

研究目的:铁路预应力路堤在国内外尚属一种新型路基加固法,其受力变形特性暂未得到系统化研究,相关加固设计理论仍处于探索性阶段。因此,有必要通过数值手段了解预应力路堤的工作状态,以掌握其加固性能。鉴于此,借助ABAQUS软件平台构建预应力路堤仿真系统,分析差异化预应力加固参数对路堤变形和承载能力的影响以及预应力加固构件的受力特征。研究结论:(1)路堤本体段坡面较优加固位置为距本体顶面以下0.3倍本体高度处;(2)坡率1∶1的预应力路堤在第1、2排侧压板分别施加50 k Pa、100 k Pa预压荷载时,其变形与承载力均可达传统路堤(坡率1∶1.5)水平,并可通过提升加固标准进一步强化路堤承载性能;(3)当对第1、2、3排侧压板分别施加50 k Pa、100 k Pa、100 k Pa预压荷载时,路堤内部附加围压S11>13.5 k Pa区域大致呈"x"形分布并形成横贯路堤的"预压加固区";(4)侧压板锚固区受力集中且复杂,应注意保障锚固区板体强度;(5)力筋在路堤加载前后的应力变化量与坡面侧向变形特征相关;(6)本研究成果可为铁路预应力路堤的加固设计提供技术指导。     

Estimation of delay variability at signalized intersections for urban arterial performance evaluation

Urban arterial performance evaluation has been broadly studied, with the major focus on average travel time estimation. However, in view of the stochastic nature of interrupted flow, the ability to capture the characteristics of travel time variability has become a critical step in determining arterial level of service (LOS). This article first presents a stochastic approach that integrates classic cumulative curves and probability theories in order to investigate delay variability at signalized intersections, as a dominant part of the link travel time variability. This serves as a basis for arterial travel time estimation, which can be obtained through a convolution of individual link travel time distributions. The proposed approach is then applied in the estimation of travel time along one arterial in Shanghai, China, with abundant automatic vehicle identification (AVI) data sources. The travel time variability is evaluated thoroughly at 30-min intervals, with promising results achieved in comparison to the field measurements. In addition, the estimated travel time distributions are utilized to illustrate the probability of multiple LOS ranges, namely, reliability LOS. The results provide insights into how we might achieve a more reliable and informative understanding of arterial performance.     

柴油机活塞销孔型线对比分析研究

针对某柴油机活塞销孔的磨损问题,分别借助有限元方法和EHD仿真方法研究了不同销座结构匹配多种销孔型线对接触应力的影响,及不同活塞销孔型线对润滑特征评价参数的影响。综合研究表明,活塞销孔型线与热变形匹配不合理所引起的润滑状态恶化是导致活塞销孔磨损的直接原因,因此通过合理调整销孔型线可使接触应力均匀,润滑状态良好,并有效降低活塞销座磨损风险。     

无坎宽顶堰流量系数的计算及讨论

通过采用二元非线性回归分析方法对多个数学模型进行分析,结合实测资料,得到了水利工程中无坎宽顶堰流量系数的经验公式,克服了查表法中需要通过多步直线内插带来的不便,更适合在水力计算中应用。