非均匀径向冲击下圆柱壳塑性动屈曲

本文采用王仁等提出的塑性动力屈曲的能量准则讨论了圆柱壳在不均匀的外部径向冲击下的塑性动屈曲问题,获得了屈曲的占优波数公式及临界冲击速度公式。经过初步实验,证明本文的结论是合理的,并进一步证实了该能量准则的有效性。     

圆柱壳受不对称径向冲击时的塑性动力屈曲分析

本文发展了Lindberg、Duffey等人的思想,考虑不对称冲击下圆柱壳的塑性动力屈曲问题,旨在研究内凹变形与屈曲的关系。用能量法导出了不对称基本变形的微分方程,近似地将之与对称情形下屈曲扰动控制方程联合,构成一个初值问题,然后进行数值求解。考虑了壳厚变化,放弃了屈曲过程中速度保持不变的假定(对称情形中采用)。本文的研究结果很好地解释了高速冲击时倒塌模式上无屈曲波形,屈曲波形遍布加载范围内且并不明显减弱,局部冲击临界速度高于对称情况形下临界速度等许多实验与已有的分析结果,从而明确了屈曲在塑性动响应中的地位。     

圆柱壳受均布任意冲击速度时的塑性动力屈曲研究

本文首先讨论了王仁等提出的结构塑性动力屈曲的能量准则,将其含义作了某种延伸,使之适用于直接屈曲以外其它类型的动力屈曲。然后,用推广了的能量准则讨论任意冲击速度下圆柱壳的塑性动力屈曲。已有的有关圆柱壳径向冲击屈曲结果可归结为本文特例。     

Real-time calculation of fragment velocity for cylindrical warheads

To simulate explosion fragments, it is necessary to predict many variables such as fragment velocity, size distribution and projection angle. For active protection systems these predictions need to be made very quickly, before the weapon hits the target. Fast predictions also need to be made in real time simulations when the impact of many different computer models need to be assessed. The research presented in this paper focuses on creating a fast and accurate estimate of one of these variables - the initial fragment velocity. The Gurney equation was the first equation to calculate initial fragment velocity. This equation, sometimes with modifications, is still used today where finite element analysis or complex mathematical approaches are considered too computationally expensive. This paper enhances and improves Breech’s two-dimensional Gurney equation using available empirical data and the principals of conservation of momentum and energy. The results are computationally quick, providing improved accuracy for estimating initial fragment velocity. This will allow the developed model to be available for real-time simulation and fast computation, with improved accuracy when compared to existing approaches.     

加肋圆柱壳结构的FE-IE算法网格尺度划分原则

为了研究结构有限元耦合流体无限元算法的网格尺度划分原则,提出有限元-无限元算法中结构湿表面的网格尺度划分原则。数值计算结果表明,对加肋圆柱壳而言,在保证一个肋骨间距至少有2个有限元单元的前提下,将结构主振型弯曲波波长作为有限元-无限元算法中结构湿表面网格尺度划分的参考标准是可行的,即保证一个主振型分量波长内至少有6个有限元单元。提出以结构主振型分量的弯曲波波长(而不是最短的结构波长)作为有限元-无限元算法中网格尺度划分的参考标准,所得结论对于有限元-无限元算法中结构湿表面的网格划分以及控制内域流体有限元数量均具有十分重要的参考意义。     

圆柱壳体振动特性研究与有限元计算验证

采用解析理论和有限元方法研究计算了圆柱壳体的固有频率与固有振型,发现环向封闭的圆柱壳具有同一节点形式的两种固有振型,对应两种固有振型的固有频率值相同。     

有初始缺陷圆柱壳轴向压力下的静态塑性屈曲

基于初始缺陷的定义式,推导出有初始缺陷的圆柱壳的几何方程．并假定了一种屈曲时的挠度函数,通过该函数求解塑性屈曲方程,可得到有初始缺陷的圆柱壳塑性屈曲的临界载荷．最后将所得结果与已有的实验结果作了比较．     

Numerical investigation on free air blast loads generated from center-initiated cylindrical charges with varied aspect ratio in arbitrary orientation

In current guidelines, the free air blast loads (overpressure and impulse) are determined by spherical charges, although most of ordnance devices are more nearly cylindrical than spherical in geometry. This may result in a great underestimation of blast loads in the near field and lead to an unsafe design. However, there is still a lack of systematic quantitative analysis of the blast loads generated from cylindrical charges. In this study, a numerical model is developed by using the hydrocode AUTODYN to investigate the influences of aspect ratio and orientation on the free air blast loads generated from center-initiated cylindrical charges. This is done by examining the pressure contours, the peak overpressures and impulses for various aspect ratios ranged from 1 to 8 and arbitrary orientation monitored along every azimuth angle with an interval of 5°. To characterize the distribution patterns of blast loads, three regions, i.e., the axial region, the vertex region and the radial region are identified, and the propagation of blast waves in each region is analyzed in detail. The complexity of blast loads of cylindrical charges is found to result from the bridge wave and its interaction with primary waves. Several empirical formulas are presented based on curve-fitting the numerical data, including the orientation where the maximum peak overpressure emerges, the critical scaled distance beyond which the charge shape effect could be neglected and blast loads with varied aspect ratio in arbitrary orientation, all of which are useful for blast-resistant design.     

圆柱壳承受水下爆炸作用时的动响应

本文提出了有限水域内水下爆炸实验设计的一般考虑方法,结合实验结果得到了各种条件(λ/D)下圆柱壳受水下爆炸作用时的壁压分布规律,采用塑性动力学中绝对最小原理对结构响应进行了数值计算,给出了冲击波作用下圆柱壳响应的一种偏安全估算方法。     

敷设气囊的充水圆柱壳的声辐射

为降低充水圆柱壳受内部点声源激励时的水下辐射噪声，在其外壳上敷设气囊，形成气囊圆柱壳。为指导气囊圆柱壳的设计，将充水裸圆柱壳和充水气囊圆柱壳分别简化为单、双层无限长隔板。比较隔板、气体与水的波阻抗，分析了气体声速与层厚对双层无限长隔板在平面声波入射时低频声辐射的影响机理。分析表明，声速小的气体和适当的气层厚度可以降低双层障板的辐射噪声。采用声无限元法计算了气囊圆柱壳的水下声辐射，结论与对隔板的机理分析吻合。优化设计出的充水CO2气囊圆柱壳的水下辐射声功率与远场辐射声压明显低于充水裸圆柱壳。