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。     

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.     

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。     

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     

音圈式快速伺服刀架的分析与设计

自由曲面光学零件面形复杂,快刀伺服车削加工是其高效加工手段.针对压电陶瓷型伺服刀架行程小,加工能力有限的问题,提出一种基于音圈式直线电机驱动的快刀伺服方案.音圈式快速伺服刀架行程大,可大大拓宽快刀伺服加工范围.以典型光学零件加工为例,对快速伺服刀架所应具备的关键性能指标进行分析,给出了音圈电机的结构,对音圈式伺服刀架进行了理论建模、控制器设计以及实际性能测试.测试结果表明,所设计的音圈式伺服刀架行程大、频响高,在刀架行程为±100μm时可达到300Hz的频响能力,同样行程下的频响指标优于国外同类产品.     

薄壳变速箱壳体动态响应仿真分析与试验验证

在ADAMS（Automatic Dynamic Analysis of Mechanical Systems）中搭建薄壳箱体的刚柔耦合虚拟仿真模型,进行动态响应仿真分析。在相同试验条件下,搭建薄壳箱体动态响应试验台架,并进行动态振动试验。利用Q-400非接触式测试系统测量台架试验结果。对比仿真分析和试验测量结果,验证了仿真分析模型的准确性和计算结果的可靠性。     

冲激雷达抗 RAM能力的实验研究

本文用实验方法从频域和时域两个方面研究了涂覆吸波材料目标的电磁散射,结果表明超宽带信号比常规雷达的窄带信号对付涂覆吸波材料目标有10～12dB好处,说明超宽带信号的确具有抗窄带吸波材料的良好能力。     

Warning whom,for which response?

In June 2000, the Conference of Heads of State and Government of the Economic Community of Central African States (ECCAS) adopted the Protocol on the establishment of the Peace and Security Council for Central Africa (COPAX), with its two technical structures, namely the Central African Multinational Force (FOMAC) and the Central African Early Warning Mechanism (MARAC). MARAC is tasked with collecting and analysing data for the early detection and prevention of conflicts and crises. It currently consists of the Central Structure located at the ECCAS Executive Secretariat in Libreville (Gabon) and 31 Decentralised Correspondents spread throughout the ten member states of ECCAS. This article assesses the performance of MARAC in the light of its assigned objectives. Bearing in mind the peace and security challenges facing the central African sub-region, the central argument of this article is that while the establishment of MARAC is commendable, it flowed more from the logic and context of the establishment of similar mechanisms on the African continent during the same period than from any displayed capacity and/or readiness on the part of ECCAS to implement the recommendations due to emanate from such a structure.     

油料洞库主罐室地震作用破坏机理

油料洞库担负着我国未来石油储备的重要任务,为深入研究油料洞库在地震作用下的响应规律,运用FLAC3D软件,采用动力时程法对油料洞库的简化模型进行数值模拟分析。从不同围岩级别、不同埋深、不同地震烈度3个方面分析地震作用时水平峰值位移和最大拉应力峰值的变化规律。结果表明：随着围岩级别从Ⅲ级到Ⅰ级的变化以及埋深的增加,油料洞库的抗震性能逐渐提高;无论何种工况,最大拉应力峰值均发生在主罐室与支通道交接的墙角处;9度地震时各监测点水平峰值位移大幅增加,塑性区已经贯通,故在油料洞库选址时应尽可能避开可能发生9度及以上地震的地区。