太阳能电池用FTO/NTO复合薄膜的研究

采用磁控溅射法在玻璃衬底上制备了FTO/NTO复合薄膜.通过紫外可见光谱(UV-vis)、双电测四探针仪和电化学工作站对薄膜的光电性能进行表征,测量并分析了NTO阻挡层(兼作传输层)厚度改变对FTO/NTO复合薄膜组装器件光电性能的影响.实验结果表明:阻挡层厚度的变化能改变光生载流子的寿命,当NTO薄膜厚度为90 nm时,光生载流子寿命最高,阻挡层抑制光生载流子复合的效果最好; FTO/NTO复合薄膜的可见光透过率可达84%以上,同时能满足正向电子传输的导电要求.     

Novel laminated multiferroic heterostructures for reconfigurable microwave devices

Voltage tuning of magnetism is fundamentally and technically important for fast, compact and ultra-low power electronic devices. Multiferroic heterostructures,simultaneously exhibiting distinct ferroelectric and ferromagnetic properties, have caught a lot of attentions because of the capability of controlling magnetism by a voltage via a strain-mediated magnetoelectric（ME） coupling. In these materials, a voltage-induced strain is involved to create an effective magnetic field and change ferromagnetic resonance frequency in the coupled ferromagnetic phases through magnetoelastic interactions. Therefore, the devices made of such materials are compact, ultra-fast and energy efficient,providing new functionalities for microwave components.This paper will review the recent progress of multiferroics and their applications in microwave devices from different aspects, including the creation of the novel laminated multiferroic heterostructures with a strong ME coupling, the realization of the multiferroics based on tunable microwave signal processors and the investigation of nonvolatile tuning of microwave properties using ferroelastic domain switching in multiferroic heterostructures. These tunable multiferroic heterostructures and devices offer great opportunities for realizing the next generation of tunable magnetic microwave components, ultra-low power electronics and spintronics.     

盘轴一体结构零件高效车铣复合加工技术研究

盘轴一体结构零件是航空发动机中的关键件和重要承力件,该零件具有结构复杂、尺寸精度高、薄壁刚性差、材料难加工的特点,特别是其深腔结构敞开性极差,给切削造成极大困难。车铣复合加工技术以车铣复合机床为核心加工设备,设计最优工艺路线,配置合适的专用夹具,选型高性能的机夹刀具,采用软件设计数控程序并进行仿真,优化走刀路线、细化加工参数,以实现抗疲劳制造为最终目标的机械加工技术。     

高校图书馆资源建设与共享

简要介绍了高校图书馆的现状,论述了实体资源与虚拟资源的内容和获取方法,并对二者的关系进行了说明。     

地下车库基坑支护降水方案设计

本项目位于洛阳市宜阳县城红旗中路和人民路相交的东南角,基坑深度为10 m,基坑西侧、南侧、东南侧离建筑物较近,其余区域较空旷。水位降深为5.4 m,通过综合对比分析,临近建筑物区域采用桩锚支护方式,其余区域采用土钉墙支护方式,降水采用管井降水加明排。目前,该项目已施工回填完毕,监测指标满足规范要求,该设计方案安全、经济、合理,为以后类似环境条件的基坑支护降水提供了宝贵的经验。