Performance study of jute-epoxy composites/sandwiches under normal ballistic impact

This study is undertaken to explore the use of natural fiber Jute-epoxy (JE), Jute-epoxy-rubber (JRE) sandwich composite for ballistic energy absorption. Energy absorbed and residual velocities for these composites are evaluated analytically and through Finite Element Analysis (FEA). FE analysis of JE plates is carried out for different thicknesses (3, 5, 10 and 15 mm). JE plates and JRE sandwiches having the same thickness (15 mm) are fabricated and tested to measure residual velocity and energy absorbed. The analytical results are found to agree well with the results of FE analysis with a maximum error of 9%. The study on JE composite plate reveals that thickness influences the energy absorption. Experimental and FE analysis study showed that JRE sandwiches have better energy absorption than JE plates. Energy absorption of a JRE sandwich is about 71% greater than JE plates. Damages obtained from FEA and testing are in good agreement. SEM analysis confirms composites failed by fiber rupture and fragmentation.     

Effect of tool rotational speed on the particle distribution in friction stir welding of AA6092/17.5 SiCp-T6 composite plates and its consequences on the mechanical property of the joint

This study investigates the effect of tool rotational speed (TRS) on particle distribution in nugget zone (NZ) through quantitative approach and its consequences on the mechanical property of friction stir welded joints of AA6092/17.5 SiC_p-T6 composite. 6 mm thick plates are welded at a constant tool tilt angle of 2° and tool traverse speed of 1 mm/s by varying the TRS at 1000 rpm, 1500 rpm and 2000 rpm with a taper pin profiled tool. Microstructure analysis shows large quantity of uniformly shaped smaller size SiC particle with lower average particle area which are homogeneously distributed in the NZ. The fragmentation of bigger size particles has been observed because of abrading action of the hard tool and resulting shearing effect and severe stress generation due to the rotation of tool. The particles occupy maximum area in the matrix compared to that of the base material (BM) due to the redistribution of broken particles as an effect of TRS. The migration of particles towards the TMAZ-NZ transition zone has been also encountered at higher TRS (2000 rpm). The microhardness analysis depicts variation in average hardness from top to bottom of the NZ, minimum for 1500 rpm and maximum for 2000 rpm. The impact strength at 1000 rpm and 1500 rpm remains close to that of BM (21.6 J) while 2000 rpm shows the accountable reduction. The maximum joint efficiency has been achieved at 1500 rpm (84%) and minimum at 1000 rpm (68%) under tensile loading. Fractographic analysis shows mixed mode of failure for BM, 1000 rpm and 1500 rpm, whereas 2000 rpm shows the brittle mode of failure.     

高频雷达多波束最优天线方向图综合

在高频雷达中 ,多个部分重叠的波束被用来形成对预定空域的覆盖 ,而射频干扰和期望信号的空间结构之间的差异以及接收天线阵列的空间多样性则被用来抑制干扰以提高高频雷达的整体工作性能。然而如何在实时地形成多波束的同时有效地抑制射频干扰仍然是高频雷达一个急待解决的问题。基于最优天线方向图综合方法 ,通过主瓣形状保持和干扰抑制之间的合理折衷进一步提出了多波束形成算法。仿真结果表明该算法可以快速、灵活地形成多个波束来覆盖预定的空域 ,同时最大限度地抑制射频干扰 ,从而极大地提高了高频雷达的工作性能     

基于HLA仿真的装备采办体系需求论证研究

在简单介绍基于仿真的采办和高层体系结构基本概念的基础上 ,针对我军装备采办的特点和要求 ,以陆军装备自行高炮为例 ,提出了应用高层体系结构仿真技术加强装备论证研究中体系需求的技术方法     

伺服系统直流调速系统的改进型内模PD-I控制方法

为提高直流调速系统的控制性能,提出了一种改进型内模PD-I控制器的设计方法。根据直流电机的运行原理,建立了电机输出转速与输入电压变化率之间的数学模型,基于内模控制(Internal Model Control,IMC)原理和Taylor级数展开,设计了一种内模PD控制器,且可通过选择系统的截止频率实现控制器参数的整定。为了获得系统调节所需的控制作用,可将内模PD控制器与积分环节相串联构成改进型内模PD-I控制器,仿真和实验结果表明本方法可使系统获得更好的控制性能。     

基于转速分析的柴油机加速性能和气缸气密性的评价方法

对不同使用摩托小时的坦克柴油机的加速、减速时间进行检测和分析,利用Bayes Bootstrap模拟统计方法对转速特征值进行处理,获得了更准确的特征分布．采用动态聚类方法对样本特征进行分类,实现了对柴油机加速性能和气缸气密性的等级评价．     

采用模糊控制的直流电机软启动及调速系统

介绍了以单片机为核心的直流电机软启动及调速系统,系统采用模糊控制策略,将转速偏差与偏差率模糊化并作为模糊控制器的输入量,根据所制定的模糊控制规则生成控制量。实验结果表明,该系统启动时间可以根据需要调整,具有良好的静态和动态性能。     

大断面公路隧道火灾烟气分布与通风风速特性研究

采用CFD模拟分析方法对大断面公路隧道火灾烟气分布特性进行了初步研究,着重分析了通风风速以及烟道板设置对火灾烟气分布的影响,从而为隧道火灾的报警、人员逃生以及灭火救援和通风方案等消防策略的制定提供参考。     

悬索桥在静风荷载作用下的非线性计算分析

为了防止悬索桥在风荷载作用下产生过大变形甚至发生失稳,有必要对其进行非线性计算分析,以确定结构主要构件在风荷载作用下的变形特点,并判断其静风稳定性是否满足要求。以一中等跨径的悬索桥为实例,利用节段模型试验采集三分力系数,采用大型有限元程序ANSYS对其进行静风稳定性非线性计算,得到了悬索桥在递增变化的风荷载作用下的顺风向位移,以及最终发生静风失稳时的临界风速。计算结果表明,桥梁各构件位移随风速的增大而增大,横向屈曲最大风速大于临界风速,该桥的静风稳定性满足要求。