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101.
A novel process route using tape casting and stacking for fabricating porous scaffold of solid oxide fuel cells (SOFC) was demonstrated. The linear shrinkages of anode (Ni-YSZ, YSZ stands for 3% Y_2O_3(mole fraction) stabilized ZrO_2) and cathode (LSM-YSZ, LSM stands for La_(0.8)Sr_(0.2)Mn0_3) were optimized to be uniform with that of electrolyte during sintering, by controlling the content of pore former. The micromorphology and interface microstructure of the cross-section of the porous scaffold were observed by optical microscope and scanning electron microscope, respectively. The element distribution and phase composition were analyzed by energy dispersive spectrometer and X-ray diffraction, respectively. The results showed that the porous scaffold with regular pore shape and high specific surface area was obtained after sintering at 1 350℃. The fabricated porous scaffold had defect free interfacial structures due to the uniform shrinkage of anode, cathode and electrolyte layers. In addition, it was shown that diffusions of Zr, Ni and La caused a progressive boundary between YSZ, Ni-YSZ and LSM-YSZ layers. The interface between anode and electrolyte (Ni-YSZ/YSZ) was mainly composed of Ni, YSZ and a small amount of NiO, and the interface between cathode and electrolyte (LSM-YSZ/YSZ) was mainly composed of YSZ, LSM and a small amount of La_2Zr_2O_7. 相似文献
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深圳地铁地震反应分析 总被引:13,自引:1,他引:12
根据深圳地铁抗震设计需要,对深圳地铁的3种典型断面,采用释放荷载方法进行了平面有限元静力计算,确定初始应力场,采用子空间迭代法进行了振型计算,确定合理的积分步长。在此基础上,运用Newmark隐式时间积分法对地铁的3种典型断面进行了地震反应分析,确定了在地震荷载作用下衬砌结构的薄弱部位及其相互的位移和应力,计算结果为深圳地铁的抗震设计提供了依据。 相似文献
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地铁车站工程抗浮措施的技术经济比较 总被引:1,自引:0,他引:1
以北京地铁奥运支线森林公园站、奥林匹克公园站抗浮施工为实例,通过对降水、锚固、配重混凝土、摩擦桩、扩底桩、挤扩支盘桩6种抗浮措施的比较分析,阐述挤扩支盘灌注桩的适用性、技术经济性。 相似文献
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An alternative option to the traditional grouted joint for wind turbines is a direct steel-to-steel connection, also known as slip joint. In a recently published work, a proof of concept of a vibration-assisted installation and decommissioning technique of a slip joint was illustrated. Leveraging on the obtained results, the current study shows for the first time a decommissioning campaign carried out using a vibration-assisted technique applied on a prototype hydraulic wind turbine tower located in the North Sea, and connected to the monopile through a slip joint. The key aspect of the dismounting procedure is a priori knowledge of the resonance frequency clusters corresponding to the slip joint’s cross-sectional modes. Therefore, field hammer tests and experimental modal analysis were carried out inside the wind turbine tower. The identified frequencies and mode shapes were then compared with numerical ones estimated by a finite element model of the investigated structure. The comparison showed that a set of frequency clusters can be directly selected from a detailed numerical model. The preparatory work of the slip joint decommissioning was then executed by installing electric shaker devices, based on the dynamic identification results, and hydraulic jacks mounted inside the wind turbine tower. A first decommissioning trial was carried out in May 2019, while the final decommissioning was performed in August 2019. After analysing the measurements of the hydraulic pressures, displacements and excitation frequencies during the decommissioning campaigns, the results showed that it is possible to disconnect the slip joint if, in combination to a vertical static force, one of the identified cross-sectional mode shapes is excited. The vibration-assisted decommissioning proved to be a successful technique to dismount the connection in a controlled and straightforward manner. 相似文献
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Introduction AmongthefinestructuressuperposedonthecontinuumemissionofsolartypeIVradiobursts,oneofthemostfrequentlyobservedisfiber .Fibers,orintermediatedriftbursts ,werefirstobservedinsolartypeIVcontinuabyYoungetalin 196 1[1] .Thefiberstructuresinmetri… 相似文献
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