自由梁受集中质量两点撞击的刚塑性动力响应

对矩形截面自由梁在两端同时受到完全相同的集中质量横向撞击问题进行了理论上的研究 ,通过采用刚塑性的材料模型得到了其动力响应完全解。结合数值方法给出了梁的瞬态变形 ,并讨论了输入能量、质量比等参数对梁的最终变形、能量耗散的影响。针对典型算例将完全解的结果与MSC/Dytran的计算结果进行了比较 ,两者具有合理的近似 ,但理论预测的结果略高估计了梁的最终变形。     

叠层靶板弹击实验及弹道侵彻机理的数值模拟研究

为了提高军盔等防护装备的防弹性能,采用非线性动态显式有限元分析软件ANSYS/LS DYNA5.6.1模拟了几种复合材料防弹靶板的抗弹道侵彻过程,弹头采用标准1.1g模拟弹片。结合v50弹击实验分析了靶板在此类弹击下的破坏机理和吸能方式,对靶板的选材、铺层顺序、层数和制造工艺等提出合理化建议,主要是沿靶板厚向应采用非均匀的三段式结构和工艺。     

A STUDY ON THE COUNTER-INTUITIVE BEHAVIORS OF PIN-ENDED BEAMS UNDER PROJECTILE IMPACT

The counter-intuitive behaviors of pin-ended beams under the projectile impact are investigated with ANSYS/LS-DYNA in this paper. It studies in detail their displacement-time history curves, final deformed shapes, energy relationships and projectile impact velocity ranges related to their counter-intuitive behaviors. The influences of the impact positions on their counterintuitive behaviors are also discussed. The results show that no matter where the impact position on the beam is, the counter-intuitive behaviors of pinned beams will occur as long as the impacting velocity lies within a proper range. Corresponding to the occurring of the counter-intuitive behaviors, the rebounding number in the displacement history curves of the beams decreases from a few times to zero with an increase of the impact velocity. The final deformation modes of the beam corresponding to the counter-intuitive behaviors will appear in symmetrical and unsym-metrical forms no matter where the impact position is; the impact velocity of the first-occurring of the counter-intuitive behaviors of the beam increases slowly with the deviation of the impact position away from the mid-span.     

一维快速拉伸下无氧铜的动态断裂与破碎

利用电磁膨胀环技术对无氧铜环进行了不同加载电压下的动态拉伸实验。对无氧铜在破碎前出现塑性失稳多重颈缩进行了初步分析,利用能量平衡的破碎理论给出了无氧铜环的破碎分布。三维数值模拟结果表明,颈缩区温升比非颈缩区高,且多重颈缩在环周上的分布服从泊松分布。     

考虑钢板剥离影响的加固混凝土梁抗剪承载力研究

通过对U形钢板的作用分析，提出钢板剥离对U形钢板加固混凝土梁的抗剪承载力有影响，对规范中的抗剪承载力计算式，应引入考虑钢板剥离影响的修正系数K，系数K是关于粘贴强度的函数。通过两组共14个粘贴U形钢板加固混凝土梁的有限元模型的数值仿真，并对分析结果进行数值拟合，推导了系数K的具体计算式，提出了考虑钢板剥离影响的加固混凝土梁的抗剪承载力计算式。最后通过4根梁实体模型的剪切破坏试验，验证了所提出计算式的合理性。     

陀螺仪温度模型建模方法介绍

本文简单介绍陀螺温度特征试验系统及陀螺仪温度模型的建模方法。陀螺在温度试验箱内，温度范围为—４０℃～＋６０℃，用１１个温点进行六位置试验及速率试验。根据测试数据，建立陀螺常值漂移、标度因数及与ｇ有关项漂移系数的温度模型。模型采用一元线性回归方程，对建模结果进行了分析和讨论，并对今后的工作提出一些设想。     

Scaling Immiscible Displacements in Porous Media with Horizontal Wells

Despite the increase in horizontal well applications, scaling fluid displacement in porous medium with horizontal wells is yet to be fully investigated. Determining the conditions under which horizontal wells may lead to better oil recovery is of great importance to the petroleum industry. In this paper, a numerical sensitivity study was performed for several well configurations. The study is performed in order to reveal the functional relationships between the scaling groups governing the displacement and the performance of immiscible displacements in homogeneous reservoirs produced by horizontal wells. These relationships can be used as a quick prediction tool for the fractional oil recovery for any combinations of the scaling groups, thus eliminating the need for the expensive fine-mesh simulations. In addition, they provide the condition under which a horizontal well configuration may yield better recovery performance. These results have potential applications in modeling immiscible displacements and in the scaling of laboratory displacements to field conditions.     

Effects of dry density and thickness of sandy soil on impact response due to rockfall

Sand cushions against impact force are widely used for rockfall prevention covers. The objective of this paper is to investigate the effects of the dry density and thickness of a sand cushion on an impact response due to a falling weight likened to a rockfall. A series of laboratory experiments for a decomposed granite soil was executed in the combination of the mass and drop height of the weight. As a result, the impact pressure applied to the soil surface increases with the dry density, but it does not depend on the thickness of the soil. The earth pressure at the bottom of the mold increases with the dry density, and it decreases with the thickness of the soil. Therefore, the transmissibility of the impact pressure decreases rapidly with the thickness of the soil.     

爆炸作用数值模拟

采用简单的炸药化学反应率方程，利用二维流体弹塑性流动程序，对一个变直径铜壳中装药的爆炸作用做了数值模拟。     

Finite element analysis for the unsteady nearshore circulation due to wave-current interaction (I)—numerical model

In this paper, a numerical model for predicting the unsteady nearshore circulation due to wave-current interaction was proposed. In addition to the traditional continuity, momentum and energy equations, the dispersion and refraction relations were included in the governing equations. Moreover, the effects of lateral shears, wind, radiation and bottom stresses were analysed in the governing equations. Therefore, we expect that this model may more completely and exactly reflect the law of wave-current interaction. In part (II) we will adopt the selective lumping two-step explicit finite element method to solve the model, and some examples will be presented.