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.     

边缘信息的红外与可见光图像融合评价

建立能同时结合主观和客观因素的图像融合质量评价方法是目前图像融合中急需解决的问题之一。以反映人类视觉特性的结构相似度为依据,并结合源图像与融合图像的边缘信息,提出了一种新的图像融合质量评价方法,该方法充分反映了人类视觉系统的特性,可以为不同环境下选择不同的图像融合算法提供依据。通过对红外与可见光图像采用多种不同的融合算法进行融合质量评价,实验表明,评价结果与人眼主观评价一致,是一种实用的、有效的图像融合质量评价方法。     

基于对偶四元数的单目视觉/惯性组合导航算法

提出一种适用于结构化道路的单目视觉/惯性组合导航定位算法.针对点特征匹配和连续多帧追踪受车速和相机视野制约的不足,提取道路上车道线的直线特征,引入对偶四元数描述直线特征.在基于对偶四元数的相对位姿估计算法的基础上,推导了图像特征增量与相机位姿增量的表达式.通过配准和时间同步,用惯导系统和相机分别解算的载体速度之差作为组合导航的观测量,建立kalman滤波修正组合导航系统的误差,包括相机测速标度因数误差.车载实验结果表明在结构化道路上算法是有效的.     

结构振动系统的模态解耦控制

基于特征结构配置的参数化结果,给出了实现结构振动系统模态解耦的充要条件,导出了期望的反馈增益阵及闭环特征向量矩阵的全体参数化表示。该方法在实现模态解耦的同时,还提供了全部自由度,可用来实现系统设计中某些性能要求。该方法直接基于原系统的参数矩阵,便于工程应用。三级质量弹簧系统的实例表明该方法有效。     

轮胎侧偏特性对汽车前轮角阶跃输入瞬态响应影响的研究

为了分析轮胎侧偏刚度对汽车前轮角阶跃输入下车身横摆角速度瞬态响应的影响,建立汽车运动的二自由度平面模型,解析分析了轮胎侧偏刚度对瞬态响应的影响。利用在ADAMD/Car中建立的整车模型进行仿真试验验证,解析分析结果与虚拟试验基本相符,得出适度增大后轮侧偏刚度,有利于提高汽车转向时的操纵稳定性的结论。     

衔接理论在大学英语语篇分析中的应用

本文通过介绍三种语篇衔接方式———结构衔接、逻辑衔接及词汇衔接 ,旨在论述在大学英语的教学中引进语篇衔接的概念是必要的 ,也是可行的     

非线性隔冲系统最大响应的计算方法

提出了一种计算具有三次方非线性刚度的单自由度隔冲系统最大响应的方法 ,该方法将计算过程分成冲击作用阶段和自由衰减振动阶段 .在冲击作用阶段中 ,认为系统的冲击刚度为常数 ;在自由衰减振动阶段中 ,考虑系统的刚度非线性 ,用迭代法推导出了系统最大位移和最大加速度的一阶近似表达式 .据此可用数值计算的方法求出系统的最大位移和最大加速度     

耦合封闭声腔的主导声辐射模态确定方法

将在某一频率下或某一频段内对封闭声腔声势能起主要作用的一阶或几阶声辐射模态定义为耦合封闭声腔的主导声辐射模态。准确认定主导声辐射模态至关重要,直接影响有源控制效果。然而,现有的主导声辐射模态确定方法,要么仅考虑辐射效率的作用而忽视模态幅度的影响,要么就需要用到结构模态信息,难以实现工程应用。基于此,综合运用计算和测试手段,全面考虑辐射效率和模态幅度两个因素,提出了一种基于“初选—预留—后验”的主导声辐射模态确定方法,并通过实验研究证明了该方法的有效性和可行性。结果表明：提出的确定方法能够准确认定主导声辐射模态,确定过程中不需要用到辐射体的结构模态信息,可用于指导控制目标选取或重构封闭声腔声势能。     

电磁轨道发射中内弹道动力响应特性分析

将轨道简化为移动载荷作用下固定在弹性支撑上的Bernoulli-Euler梁,通过静态电磁-结构耦合有限元模型求得外围封装的等效刚度,计算得到发射器的临界速度。另外,利用混合有限元/边界元法建立电磁-结构-运动多物理场耦合的动力学模型,求得枢轨动态接触压力和轨道的应力应变分布特性。通过在轨道背面布置光纤光栅应变传感器,利用测量数据验证了动力响应特性,并分析了弹丸在内弹道的稳定性。针对典型30 mm × 30 mm矩形口径发射器,分析及试验结果表明：C型电枢对轨道的电磁挤压力在平顶沿起始时刻达到最大值,之后随着时间推移逐渐减小;电枢通过引起的应力波在高速段容易与轨道中反射应力波发生共振,并且轨道在电枢运动的中间高速段区域受力最为集中,应力集中水平约是起始低速段区域的2.44倍;电枢运动高速段会出现晃动现象,进而引起上下轨道受力的不对称性。分析及试验结果对研究电磁轨道发射器内弹道动力响应特性和发射器结构设计具有重要指导意义。