高速微粒轰击45钢表面纳米化过程中铁素体相晶粒细化过程分析

利用高速微粒轰击技术在45钢表面制备了纳米晶,利用透射电镜（TEM）和X射线衍射（XRD）等分析技术对距表面不同深度的微观结构进行分析,研究铁素体相晶粒细化过程。结果显示：随着距表面距离的减小结构尺寸逐渐减小,在最表面形成了纳米晶层,平均晶粒尺寸约为15 nm。通过不同尺寸位错胞的逐步形成,以及位错墙不断向晶界演化,晶粒被细化为细小的纳米晶。     

磁流变阻尼器响应时间仿真与试验研究

响应时间是磁流变阻尼器（Magnetorheological Damper,MRD）重要性能指标之一。为分析MRD响应时间及影响因素,建立了MRD动态响应模型,提出了一种基于Ansoft和Adams联合仿真分析MRD响应时间的方法,并通过仿真与试验相结合的方法分析了阶跃电流幅值、活塞运动速度以及系统刚度等因素对MRD响应时间的影响。仿真结果和试验数据表明：MRD响应时间随活塞速度和系统刚度的增大呈减小趋势,随阶跃电流幅值的升高呈增大趋势。同时证明通过联合仿真分析MRD响应时间和影响因素的方法是有效的。     

工程陶瓷表面粗糙度与图像纹理特征关系

为描述陶瓷磨削表面纹理特征与粗糙度的相互关系,实现快速评定和预测陶瓷磨削加工表面粗糙度,运用灰度共生矩阵对表面纹理特征进行提取和分析。根据采样点间距、灰度级随特征值的变化曲线确定灰度共生矩阵影响因素,按4个方向建立灰度共生矩阵并计算所有纹理特征参数均值。通过分析特征参数间相关性,确定4个参数为陶瓷磨削表面纹理主要特征参数。该参数与表面粗糙度的变化规律,可以反映陶瓷磨削表面粗糙度,进而评估磨削加工质量与可靠性。     

Force chains based mesoscale simulation on the dynamic response of Al-PTFE granular composites

Force chains based mesoscale simulation is conducted to investigate the response behavior of aluminum-polytetrafluoroethylene (Al-PTFE) granular composites under a low-velocity impact. A two-dimensional model followed the randomly normal distribution of real Al particles size is developed. The dynamic compressive process of Al-PTFE composites with varied Al mass fraction is simulated and validated against the experiments. The results indicate that, force chains behavior governed by the number and the size of agglomerated Al particles, significantly affects the impact response of the material. The failure mode of the material evolves from shear failure of matrix to debonding failure of particles with increasing density. A high crack area of the material is critical mechanism to arouse the initiation re-action. The damage maintained by force chains during large plastic strain builds up more local stresses concentration to enhance a possible reaction performance. In addition, simulation is performed with identical mass fraction but various Al size distribution to explore the effects of size centralization and dispersion on the mechanical properties of materials. It is found that smaller sized Al particle of com-posites are more preferred than its bulky material in ultimate strength. Increasing dispersed degree is facilitated to create stable force chains in samples with comparable particle number. The simulation studies provide further insights into the plastic deformation, failure mechanism, and possible energy release capacity for Al-PTFE composites, which is helpful for further design and application of reactive materials.     

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.     

Spark-05加速器真空界面设计

为了驱动中高阻抗的高功率微波源,建造了油介质Blumlein型加速器Spark-05,其真空绝缘子界面为设计的难点之一。为了减小体积和结构简单,确定了真空界面采用径向绝缘结构,利用静电场有限元程序计算了界面上的电场分布,通过调整均压环和屏蔽环的形状使电场分布更加均匀,真空界面上沿面场强和三结合点处场强均得到了有效的控制,在1MV实验中工作稳定。     

棱纹面与洛仑兹力对湍流边界层特性影响的比较

用氢气泡技术对棱纹面平板以及施加行波式洛仑兹力的平板水边界层开展流动显示实验研究,探讨棱纹面与行波式洛仑兹力影响湍流边界层相干结构的作用机理.实验结果表明,棱纹面与洛仑兹力促进了边界层由层流向湍流的转捩;而对于湍流边界层,在一定的无量纲参数范围内棱纹面与行波式洛仑兹力都能实现边界层的局部减阻,相应地湍流边界层粘性底层低速条带平均间距有所增加.     

地空导弹火力单元作战效能标准化问题研究

地空导弹火力单元作战效能标准化主要解决地空导弹型号的复杂性问题。标准化过程主要包括标准火力单元的选择、作战效能指标体系的建立、指标权重的计算、性能指标参数的归一、效能指数的解算和标准化系数的换算6个步骤。在运用层次分析法计算权重,采用混合计算法计算效能指数的基础上对地空导弹火力单元的作战效能进行标准化,为地空导弹火力单元作战效能的标准化提供了一种科学方法。     

成层地基中压入法沉桩引起的桩周土体变形分析

通过在桩-土界面设置接触面,选用合理的单元类型,建立了较为符合压入桩压桩实际的三维有限元模型。利用得到的有限元模型,采用单元生死技术对压入桩压桩过程进行了数值模拟,讨论了成层地基压桩过程中桩周土体的竖向应力及应变随压桩深度的动态变化。选用桩型为钢管桩,分析结果表明:随着压桩深度的增加,桩内桩周土体的竖向应力(或应变)一直表现为压应力(或压应变),且逐渐增大;桩外桩周土体的竖向应力(或应变)逐渐由压应力(或压应变)变为拉应力(或拉应变)。随着压桩深度的增加,桩内桩周土体前3层竖向应力(或应变)的变化幅度基本一致,第4层的变化幅度增大;桩外桩周土体每2层土之间的差异都较大。     

舰艇编队舰机协同反潜警戒模型研究

反潜作战是联合机动编队的主要作战任务之一, 舰机协同反潜研究有着十分广阔的应用前景。根据舰机协同反潜行动的特点,给出了联合机动编队警戒范围的数学模型,以直升机吊放声纳和舰艇拖曳声纳为主要因素,重点研究联合机动编队及其舰载反潜直升机协同反潜作战过程中的建模与仿真问题,建立了单机和双机联合舰艇编队反潜模型。