金属磁记忆信号表征铁磁材料变形的基础研究

为探索利用金属磁记忆技术进行再制造毛坯质量控制的方式方法,制作了18CrNiWA钢退火处理和调质处理的板状静载拉伸试件,在MTS810型液压饲服试验机上进行了拉伸试验,采用EMS2003金属磁记忆仪检测拉伸过程试件表面磁记忆信号变化,并利用OLYMPUSGX51观察了2种热处理状态的金相组织。研究结果表明:轴向拉伸载荷诱发试件产生磁有序状态,磁信号曲线在弹性和塑性变形阶段内呈现不同分布特征,磁曲线斜率Ks可以表征拉应力导致的变形程度;2种试件微观组织不同导致拉伸过程中呈现不同的力磁效应。     

动态滑翔动力学建模与风梯度能量获取*(专题约稿)

信天翁等鸟类能够不拍打翅膀而持续飞行很长的时间和距离,因为梯度风场的存在使得它们能从中获取能量,这项技术被称之为动态滑翔。临近空间也广泛存在梯度风场,如果临近空间长航时飞行器能够利用动态滑翔技术将是十分有前途的。本文首先对无动力飞机的动态滑翔问题做了假设来简化问题的描述,更便于数学操作。在这些假设下建立了无动力飞机动态滑翔的动力学模型,即三维速度空间中只有一个输入变量的常微分方程组。之后,从理论上得到了这个三维速度空间中机械能可以增加的最大范围,即能增纺锤体内部,并推导出最大的机械能增加率。最后,得出更大的风梯度、更小的阻力系数和更小的面质比更加有利于飞机获取能量的结论,该结论加深了对动态滑翔能量观点的认识,对实践有指导意义。     

基于小弹性模量法的空间飞网构型优化设计

飞网构型设计对提高空间飞网系统的展开抓捕性能具有重要意义。用小弹性模量分析方法对空间飞网构型优化设计问题进行了研究。以绳网中内力分布均衡性为优化目标,选取飞网抛射过程中最大受力时刻为研究工况,赋予绳索单元极小弹性模量,进行静力学计算,并以变形后的结果为初始条件进行迭代分析。优化结果表明,绳网中的内力分布随迭代步数的增加而更趋于均匀。在不改变绳网拓扑结构的前提下,本文所建立的优化设计方法为空间飞网构型优化设计提供了一种参考途径。     

钢质管道挤压变形实验研究与结果分析

野外埋地敷设的长距离输油管道发生断裂等较大破坏时,采用管道局部挤压的方式,在较短时间内将管道快速压扁以截断流油。为了设计管道挤压截流装置,使用18 mm宽度的压头对?325 mm×6 mm的X60钢管进行挤压变形实验,得到了管道挤压的载荷-位移曲线、管道的变形范围、管道压扁后的回弹情况和挤压过程中的塑性载荷等数据,并验证了管道挤压过程中的安全性。通过实验,不仅可以研究管道塑性破坏后的变形规律,而且为管道泄漏抢修提供了理论和实践参考。     

Counterterrorism And Its Impact On Terror Support And Recruitment: Accounting For Backlash

This article presents a dynamic model in which counterterrorism policies have the potential to generate positive public support for terrorism via a backlash that may fuel terror recruitment. For an optimizing government aiming at maximizing security, this phenomenon produces a natural bound on proactive counterterror policy that is related to the dynamic path of conflict. Moreover, terror is a persistent phenomenon that requires patience on the part of the target government for optimal counterterror policies to be realized. Finally, the potential for backlash yields insights into the need for target governments to fight an information war to change public opinion regarding its own policies and the ultimate effect of terror attacks.     

加肋轴对称组合壳塑性极限分析 专用软件LAFEMAT的研制

基于轴对称截锥壳单元,建立了加肋轴对称组合壳塑性极限分析的有限元计算方法;应用Fortran语言编制了LAFEMAT专用软件.该软件通过分步加载,计算每一载荷步作用下组合壳单元的应力状态,采用一系列弹性计算方法模拟弹-塑性计算,直至组合壳达到极限状态,从而求得极限载荷.实例证明:该专用软件具有较高的计算效率和精度.     

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.     

加速度计动态误差系数标定的仿真研究

为了简化加速度计动态误差系数的标定过程,缩短标定试验时间,在建立加速度计动态误差数学模型的基础上,结合三轴转台模型及测试原理,一次性标定出加速度计动态误差系数,同时避免了角振动台的使用。最后利用MATLAB软件进行仿真试验,得到了较好的结果。     

动网格在仿真发射装置内弹道中的应用

介绍了动网格的更新方法,并且结合湍流模型、汽化模型在fluent平台上对内弹道进行仿真。仿真结果表明,导弹出筒速度与实际试验结果吻合程度相当好,误差在1%以内,仿真方法对实际工程有重要的指导意义。