基于步进加速寿命试验的制导弹药储存寿命评估

介绍步进应力加速寿命试验原理,通过对制导弹药自动导引头贮存状态和失效机理的分析,确定了加速寿命试验应力和应力水平．假设产品寿命服从威布尔分布,应用极大似然估计和Bayes的方法处理数据,建立制导弹药可靠储存寿命预测模型,并计算得到自动导引头在正常应力水平下的可靠储存寿命．     

双浮体波浪能转换装置中重心布置对波浪能吸收影响分析

提出一种基于横摇运动的双浮体波浪能转换装置,利用水面浮体与水下浮体之间的相对横摇运动实现对波浪能的吸收。在保持水下浮体稳定的前提下,水面浮体的横摇运动决定了整个装置对波浪能吸收情况。水面浮体的横摇运动受其横摇固有频率的影响,主要是重心布置。为了合理选择水面浮体的重心位置,采用数值分析的方法对箱型浮体在长峰不规则波下的工作情况进行分析,讨论重心布置对波浪能吸收的影响以及对PTO参数选择的影响。结果表明,重心的布置可改变波浪能吸收的频段,重心布置越低,可吸收的波浪能频段越广,越有利于波浪能的吸收。     

随机共振在微弱信号检测中的数值仿真

对基于非线性双稳系统随机共振的微弱信号检测技术进行数值研究,利用随机共振机制,浸入在噪声中的微弱信号可以得到有效的放大与增强。给出了基于Runge Kutta算法的双稳系统随机共振模型的求解方法,提出了利用随机共振检测微弱非周期信号的一种新思路。数值仿真结果表明,该方法不仅可以检测出强噪声极低频的微弱周期信号,而且可以对非周期信号进行有效的检测。     

波浪扰动下的小型潜射导弹出水动力学建模与仿真

运用Morison公式,提出波浪扰动作用下,考虑弹体运动与波浪耦合的导弹出水过程动力学模型,并对小型潜射导弹的出水过程进行仿真和分析。以弹体姿态变化为例,研究弹体运动与波浪间的耦合关系对波浪扰动作用的影响,分析海情等级、波浪相位、出水速度、出水姿态角等因素对导弹出水过程的影响。结果表明,考虑弹体运动与波浪间耦合关系的出水动力学模型更加准确;潜射导弹的小型性和快速出水特性有利于降低波浪对导弹出水姿态的影响;对快速出水的潜射导弹,波浪扰动分析时须考虑海情等级、出水时间和波浪相位的影响。     

位移不连续法在裂纹扩展仿真中的应用

探讨了在应用位移不连续法仿真裂纹扩展时对加载方式、裂纹扩展长度及应力强度因子计算等问题的处理方法,并据此编制了仿真程序,分析了裂纹在单向压载作用下的扩展趋势和应力变化,具有一定的工程应用价值。     

多点偏心起爆对破片速度增益的影响

多点偏心起爆后,爆轰波相互作用在定向区域内产生了马赫波超压,使得该区域破片速度产生增益.利用爆轰波反射理论,建立多点偏心起爆后爆轰波相互作用特性的理论模型,并确定定向区内破片速度的增益特性.3种不同起爆方式的仿真计算和静爆试验结果对比表明,定向区内不同起爆方式得到的破片增益程度较为吻合.     

调频连续波ISAR目标微多普勒特征分析

分析了调频连续波逆合成孔径雷达(FMCW-ISAR)的回波信号特性,讨论了脉冲持续时间内目标连续运动引起的多普勒频移对成像的影响,推导出导致一维距离像主瓣展宽和走动的相位因子,并进一步研究了该相位因子对基于调频连续波逆合成孔径雷达的目标微多普勒特征的影响,在此基础上讨论了调频连续波逆合成孔径雷达目标微多普勒特征与脉冲式逆合成孔径雷达目标微多普勒特征的主要区别.最后的仿真试验验证了理论分析的正确性.     

燃烧室压力对潜入式喷管喉衬热应力的影响

为了研究燃烧室压力对固体火箭发动机潜入式喷管热应力影响规律的问题,采用商业流体软件,基于压力求解器,求解了喷管纯气相的流场,确定了燃气温度、压力、壁面对流换热系数;采用有限元软件,依据流场计算的非均布壁面压力与非均布对流换热,求解了燃烧室压力为6 MPa下的潜入式喷管热结构问题;通过地面点火试验验证了仿真模型与数值方法的有效性与准确性;采用相同计算模型与数值方法,求解了在燃烧室压力为9 MPa、12 MPa下的喷管热结构问题,揭示了燃烧室压力对喉衬热应力的影响规律。结果表明:整个工作过程,喉衬环向应力最大值为103.9 MPa,位于内表面,且随时间增大,先增大后减小;喉衬环向拉应力也随时间先增大后减小;随压力增大,对流换热系数增大,喉衬温度升高,喉衬环向拉应力增大,喉衬环向压应力减小。     

Experimental and numerical study of the blast wave decrease using sandwich panel by granular materials core

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.     

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.