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991.
将N,N'-bis-(1-naphthy1)-N,N'-dipheny-1,1'bipheny1 4,4'-diamine(NPB)与bathocuproine(BCP)2种材料以交叠沉积方式组成一种周期性结构作为空穴注入层,制备了结构为ITO/[NPB/BCP]n/AlQ/LiF/Al的有机电致发光器件(OLED).通过改变空穴注入层阱状结构的重复周期数n,可改变载流子复合区域,进而获得近白光和绿光发射.由于该结构能获得更好的载流子注入平衡,具有交叠结构空穴注入层的近白光器件在15 V时亮度达到3 433.8 cd/m2,在电流密度为60.9 mA/cm2时最大发光效率为2.26 cd/A.当周期数n大于3时得到绿光发射,与单空穴注入层ITO/NPB/AlQ/LiF/Al器件相比,交叠空穴注入层可将器件的最大亮度由2 512.8 cd/m2提高到866 1.0 cd/m2,最大亮度效率在20 mA/cm2时达到4.94 cd/A. 相似文献
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993.
研究了半固态A356铝合金浆料的成形温度、压射比压和压射冲头速度对半固态A356铝合金流变压铸充填性的影响.实验结果表明:较高的半固态A356铝合金浆料的成形温度有利于获得良好的充填性.压射比压和压射冲头速度对半固态A356铝合金浆料充填性也具有较大的影响.在本实验条件下,压射冲头速度越大或压射比压越大,充填性越好.试片的壁厚对半固态A356铝合金浆料的充填性影响较大,试片壁厚越大,越容易充填.此外,采用低过热度浇注和弱电磁搅拌技术制备的A356铝合金浆料和流变压铸试片的组织分布很均匀,有利于获得优质的半固态压铸件. 相似文献
994.
塔里木盆地的超深井在深井段钻井过程中井斜超标问题时有发生,影响了下部井段的安全钻进.为降低井斜超标的影响,首先从地质因素和工程因素两方面分析了超深井深部井斜的因为;结合塔里木探区超深井钻井实践,提出了井斜控制与纠斜的技术方法.对于地层比较稳定的井段,常规钟摆钻具组合配合大尺寸钻铤及合理的工艺措施,可以防止井斜;当常规防... 相似文献
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999.
Study on Numerical Simulation of Mold Filling and Solidification Processes under Pressure Conditions
The mold filling and solidification simulation for the high pressure die casting (HPDC) and low pressure die casting (LPDC) processes were studied.A mathematical model considering the turbulent flow and heat transfer phenomenon during the HPDC process has been established and paralled computation technique was used for the mold filling simulation of the process.The laminar flow characteristics of the LPDC process were studied and a simplified model for the mold filling process of wheel castings has been developed.For the solidification simulation under pressure conditions,the cyclic characteristics and the complicated boundary conditions were considered and techniques to improve the computational efficiency are discussed.A new criterion for predicting shrinkage porosity of Al alloy under low pressure condition has been developed in the solidification simulation process. 相似文献
1000.
An analytical solution is presented to the problem of steady groundwater flow seeping into a pumped cylindrical hole partially penetrating a homogeneous and anisotropic confined aquifer overlying a gravel substratum. Solutions are obtained for two general cases of the problem: (1) when the level of the pumped hole is below the confining layer; (2) when it is above it. The validity of the proposed theory is tested by comparing analytical predictions obtained for a few flow situations with corresponding results obtained by numerical means. The theory presented here can be utilized to convert the rate of rise of water in a pumped auger hole into directional conductivities of soil, in areas where water is found to be in a confined state overlying a gravel substratum. The study shows that the conductivity values calculated by neglecting the confining pressure of an artesian aquifer with a gravel base [i.e., by applying the existing (Boast and Kirkham in 1971), auger hole seepage theory for a phreatic aquifer with a gravel base to confined situations] may result in serious error; hence, the artesian head of an aquifer must be accounted for while computing the conductivity values. Further, it is observed that the area contributing flow to a pumped auger hole/well with a gravel base is mostly restricted to a short radial distance from the center of the hole, particularly for situations where the gravel substratum is located close to the bottom of the hole. This is in contrast to auger hole flow situations overlying an impervious substratum, where the domain contributing flow is mostly spread out to a considerable distance from the center of the hole. 相似文献