PMI泡沫夹层结构雷达天线罩间接热-结构耦合分析与实验研究

机载PMI泡沫夹层结构雷达天线罩在环境温度变化时将产生表面变形现象并影响其使用性能,但对天线罩热变形结果进行实时检测分析具有一定难度。通过ANSYS间接热-结构耦合法建立了分析模型,对天线罩进行了计算分析,采用热膨胀片状模型进行了理论分析,在此基础上,设计并开展了温度冲击实验研究。结果表明, PMI夹层结构天线罩的热-结构耦合变形综合应变趋势是棱边处膨胀程度最大,由边缘至天线罩透波面中心处,膨胀程度逐渐减小;间接热-结构耦合计算应变值与实测应变值之间平均相差35.08%,间接热-结构耦合分析方法与模型具有一定的可信性。     

Shaped charge penetration into high- and ultrahigh-strength Steel–Fiber reactive powder concrete targets

Experiments on shaped charge penetration into high and ultrahigh strength steel-fiber reactive powder concrete (RPC) targets were performed in this paper. Results show that the variation of penetration depth and crater diameter with concrete strength is different from that of shaped charge penetration into normal strength concrete (NSC). The crater diameter of RPC is smaller than that of NSC penetrated by the shaped charge. The jet particles are strongly disturbed and hardly reach the crater bottom because they pass through the narrow channel formed by jet penetration into the RPC. The effects of radial drift velocity and gap effects of jet particles for a shaped charge penetration into RPC target are discussed. Moreover, a theoretical model is presented to describe the penetration of shaped charge into RPC target. As the concrete strength increases, the penetration resistance increases and the entrance crater diameter decreases. Given the drift velocity and narrow crater channel, the low-velocity jet particles can hardly reach the crater bottom to increase the penetration depth. Moreover, the narrow channel has a stronger interference to the jet particles with increasing concrete strength; hence, the gap effects must be considered. The drift velocity and gap effects, which are the same as penetration resistance, also have significant effects during the process of shaped charge penetration into ultrahigh-strength concrete. The crater profiles are calculated through a theoretical model, and the results are in good agreement with the experiments.     

交叉激波湍流边界层干扰问题数值模拟

基于BANS方程,采用有限体积法离散计算区域,对流项使用Harten TVD格式进行流场求解,湍流部分应用Menter SST两方程湍流模型,建立了隐式LU-SGS方法的三维CFD计算程序,数值模拟了来流马赫数4.96条件下的18°×18°对称双楔产生的交叉激波/湍流边界层干扰问题,计算了不同剖面沿展向压强分布以及流场的详细结构,并将计算结果与相关文献的实验与计算结果进行了比较.     

某新型主战坦克超越射击时至友军的安全距离

在分析影响坦克超越射击时至友军安全距离主要因素的基础上,结合某新型主战坦克炮口冲击波超压试验数据,通过运用M athem atica软件对数据进行统计处理和理论分析计算,提出了某新型主战坦克超越射击时至友军的安全距离,为我军新型主战坦克安全地实施超越射击提供了可靠的理论依据。     

胶泥缓冲器的非线性刚度的控制机理研究

为了改善履带车辆悬挂系统在各种路面的平顺性和缓冲性,对悬挂系统匹配了一款具有非线性刚度的粘弹性胶泥缓冲器。为了定量地研究胶泥缓冲器的非线性刚度控制机理,建立了非线性悬挂系统的动力学方程组。提出了一种无条件稳定的线性加速度逐步积分法对非线性方程组进行数值求解的新方法,最后用冲击实验验证该方法的可靠性。该研究为胶泥缓冲器的优化设计和车辆悬挂悬挂系统的动力学匹配提供了理论指导。     

太阳风作用下航天器表面充电效应分析

针对太阳风等离子体中航天器的充电过程,基于欧洲航天局开发的航天器表面充电仿真软件,建立了航天器的数值计算模型,模拟了太阳风等离子体与航天器的相互作用,实现了不同表面材料时航天器表面电位以及尾迹结构的计算分析,给出了近日环境下航天器周围的空间电位结构以及等离子体密度分布情况。研究结果表明:表面材料的选择将影响空间势垒深度以及尾迹结构,表面充电至更低电位的表面材料具有较小尾迹区域;航天器向阳面电位分布主要由光电子以及二次电子主导,而背阳面的电位分布则主要受到尾迹效应的影响。以上结果对太阳风环境航天器探测和评估等相关工作以及工程研究具有一定的理论参考价值。     

高超声速飞行器中若干气动难题的实验研究

回顾了近几年本研究团队在高超声速飞行器若干气动难题方面的实验研究进展。在边界层转捩方面,测量了边界层转捩现象,研究了攻角效应对圆锥边界层转捩的影响,获得了边界层转捩的脉动特性以其对飞行器表面热流和摩阻的影响。在激波-边界层干扰方面,分析了突起物形状变化对流动特性的影响,研究了复杂外形的流动特性。     

The Impact of the Unemployment Rate on Attrition of First-Term Enlistees

This study examines the effects of home-state unemployment rates on attrition behavior of Navy enlistees for successive career windows during the first term of service: the first 6?months, the second 6?months, the second year, and the third year of service. The results indicate that attrition is negatively associated with changes in the local unemployment rate during the first three career windows covering two years of service. However, after two years of service, the estimated effect of the unemployment rate becomes insignificant for most groups of sailors. This is likely because sailors with the poorest job matches are sorted out early in the first term of service.     

双源连续波对引信的辐照效应研究

为研究复杂电磁环境对某引信的影响,从双源连续波入手,运用双源连续波对工作状态某引信辐照的实验方法进行实验.实验结果表明,在以引信工作频率为中心的150MHz频率范围内对加电引信进行双源连续波辐照实验可使引信发火,辐照结束后引信工作正常,实验的重复性较好.两连续波频率间隔不同,可使引信发火的场强组合数值大小不相同,实验中当两连续波远离引信工作频率且频差10MHz以上时,发火场强组合近似呈线性.最后对双源连续波对引信的辐照效应机理作了分析,两连续波频率间隔不同,引信发火机理不同.     

Influences of different crossing types on dynamic response of underground cavern subjected to ground shock

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.