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91.
陈健华 《国防科技大学学报》1989,11(2):61-67
本文从准旋、自旋、轨道角动量算符的二次量子化形式出发,讨论了l壳层状态的QSL分类,推导了QSL分类的递推公式并给出了p,d,f壳层的分类结果。应用计算单体、二体算符矩阵元的Slater-Condon规则和解线代数本征值问题子程序,编制了计算l壳层QSL耦合波函数的计算程序,在VAX-11/730机上,对p-壳层和d-壳层共约需半分钟,对f-壳层约需24分钟。 相似文献
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本文介绍用AD9048视频闪烁型A/D芯片、TMC2310高速矢量处理器和TMS320C25微处理器所设计的超高速可编程毫米波引信数字信号处理系统,给出了系统硬件结构框图和信号处理算法流程。 相似文献
94.
针对高压气体管路中的激波现象,建立了激波波阵面温升的计算模型,模型中考虑了高压气体中声速的变化对激波波阵面温升的影响. 相似文献
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本文对于在炸药驱动下空气中的二维抛板理论模型,提出了一种具有较普遍意义的简化处理方案。 相似文献
97.
Among the intrinsic properties of some materials, e.g., foams, porous materials, and granular materials, are their ability to mitigate shock waves. This paper investigated shock wave mitigation by a sandwich panel with a granular core. Numerical simulations and experimental tests were performed using Autodyn hydro-code software and a shock tube, respectively. The smoothed particle hydrodynamics (SPH) method was used to model granular materials. Sawdust and pumice, whose properties were determined by several compression tests, were used as granular materials in the sandwich panel core. These granular materials possess many mechanisms, including compacting (e.g., sawdust) and crushing (e.g., pumice) that mitigate shock/blast wave. The results indicated the ineffectiveness of using a core with low thickness, yet it was demonstrated to be effective with high thickness. Low-thickness pumice yielded better results for wave mitigation. The use of these materials with a core with appropriate core reduces up to 88% of the shock wave. The results of the experiments and numerical simulations were compared, suggesting a good agreement between the two. This indicates the accuracy of simulation and the ability of the SPH method to modeling granular material under shock loading. The effects of grain size and the coefficient of friction between grains have also been investigated using simulation, implying that increasing the grain size and coefficient of friction between grains both reduce overpressure. 相似文献
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An intersecting cavern is a common structural form used in underground engineering, and its safety and stability performance directly control the service performance of the whole project. The dynamic re-sponses of the three kinds of crossing type (+-shaped, T-shaped, L-shaped) caverns subjected to ground shock were studied by numerical simulation. The velocity plus force mode boundary setting method was proposed in the coupled static and dynamic analysis of a deep underground cavern. The results show that, among the three types of crossing caverns, the+-shaped cavern is the most significantly affected by the dynamic action, followed by T-shaped, and then L-shaped caverns. The vault settlement, straight wall deformation, vault peak particle velocity, effective plastic strain of surrounding rock, and maximum principal stress and strain at the bottom of the lining of the straight wall increase with the increase of cavern span. The vault settlement, straight wall deformation, effective plastic strain of surrounding rock, and the maximum principal stress and strain at the bottom of lining to the straight wall decrease with the increase of lateral pressure coefficient, and the peak particle velocity at the vault increases. The variation is small compared with the change of cavern span. The influence range of the underground cavern intersection is two cavern diameters from the intersection centre. The bottom of the straight wall at the intersection is the weak part. It is suggested to thicken the support locally to improve the stability of the cavern. 相似文献
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本文用动力学耦合模理论,研究在矩形波导中单侧填充介质而形成的慢波线极化自由电子激光的特性。结果表明,在这一系统中,可用低能电子束产生高频率高增益的自由电子激光,并具有极宽的调谐域。 相似文献