舰艇智能化管理系统探讨

针对舰艇装备自动化程度的日益提高 ,结合智能化管理系统 ,在具体分析舰艇各个系统的基础上 ,采用结构优化模式 ,提出了总体结构方案 ,并对关键技术的应用加以讨论     

Experimental investigation on anti-penetration performance of polyurea-coated ASTM1045 steel plate subjected to projectile impact

In this study, the anti-penetration performance of polyurea/ASTM1405-steel composite plate subjected to high velocity projectile was analyzed. Two kinds of modified polyurea material (AMMT-053 and AMMT-055) were selected and a ballistic impact testing system including speed measuring target system and high-speed camera was designed. This experiment was conducted with a rifle and 5.8 mm projectile to explore the effects by the polyurea coating thickness, the polyurea coating position and the glass-fiber cloth on the anti-penetration performance of polyurea/ASTM1405-steel composite plate. The result showed that the effects of polyurea coating position were different between two types of polyurea, and that the effects of glass-fiber position were disparate between two types of polyurea as well. For AMMT-053 polyurea material, it was better to be on front face than on rear face; whereas for AMMT-055 pol-yurea, it was better to be on rear surface although the difference was very subtle. Additionally, formulas had been given to describe the relationship between the effectiveness of polyurea and the thickness of polyurea coating. In general, AMMT-055 had better anti-penetration performance than AMMT-053. Furthermore, five typical damage modes including self-healing, crack, local bulge, spallation and local fragmentation were defined and the failure mechanism was analyzed with the results of SHPB test. Additionally, the bonding strength played an important role in the anti-penetration performance of polyurea/steel composite plate.     

钢筋钢纤维混凝土既有裂缝梁中钢纤维阻裂作用有限元分析

通过建立钢筋钢纤维混凝土既有裂缝梁和钢筋混凝土既有裂缝梁的有限元分析模型,借助ANSYS分析了两种梁在荷载作用下的裂缝尖端处应力、裂缝宽度增幅和挠度并作出对比。分析结果表明钢纤维对裂缝开展有很好的阻止作用,而且能明显缓和裂缝尖端处应力,减小梁的挠度。     

钢筋混凝土外粘钢板结构裂缝的有限元数值模拟

随着高技术武器的不断发展,防护工程正面临着前所未有的威胁和挑战,新型防护结构及材料已经成为研究的热点。针对这一实际背景,运用ANSYS大型有限元软件,采用数值模拟的方法对普通钢筋混凝土结构和外粘钢板混凝土结构在相同均布面荷载作用下的变形、钢筋应力以及结构裂缝的开展情况进行了比较。结果表明外粘钢板的钢筋混凝土结构能够大大增强结构的抗力,并且有效的抑制了裂缝的开展。     

自适应网格交互多模型算法

研究和设计了一种模型集合自适应方法——自适应网格方法。并将其与交互多模型算法相结合,提出了自适应网格交互多模型(AGIMM)算法,它是一种变结构多模型算法。仿真显示它能有效地提高IMM估计器的费效比。     

短波通信组网研究

对于短波信道,目前基本上是用于点对点的通信媒介。采用组网通信方式可以在网内选择最佳链路,克服信道不稳定、干扰大、可靠性差等不足。首先介绍了网络的拓扑结构,然后针对短波通信的特点研究了短波星形组网、树形组网和网形组网的军事应用及拓扑设计,并给出了具体的构造方法。可为短波军事通信网络系统的规划与建设提高参考。     

Military Expenditure as a Proxy for State Power. The Case of France

This paper attempts to build a simple indicator of state power. Military expenditure is the paper’s point of departure, with the definitions given by NATO, SIPRI and others. This definition is discussed and a power version is build, using French budgetary data. Then a defence of the result against traditional or non-traditional critics is presented under an imperative of action. Finally, this concept is enlarged and a new concept of power expenditures is given, one more time using French budgetary data. The conclusion is that this large expenditure concept is an unbiased but imperfect indicator of the will to act, and has to be completed by GDP to indicate the capability to act in the long-run.     

弹(箭)体级间连接结构准静载失效实验与数值预示

级间螺栓法兰连接是导弹(火箭)常见的连接方式,但破坏了整体结构连续性,且承载能力薄弱,在外荷载作用下易发生失效而使整弹(箭)结构强度丧失。根据实际导弹(火箭)连接结构特点,简化设计并制作了一组原理性实验件,设计了准静载加载实验测试系统和螺栓响应信号传感器,进行了两次准静载失效实验,并利用ABAQUS软件建立了对应的有限元仿真模型。根据实验效果和实测数据,分析了连接结构在准静载荷载作用下的失效机理,并对比验证发现有限元模型数值模拟效果和精度与实验吻合较好。研究结论可为弹(箭)体级间连接结构承载能力和失效实验设计提供参考。     

新型多相结构MWC宽带数字接收机设计

提出一种基于多相调制宽带转换器结构的新型压缩采样数字接收机,可对宽带中频信号进行截获。新型接收机结构包括:串并转换、并行相乘、多相滤波三个模块。在用相同乘法器资源的条件下,新型接收机结构的整体数据速率远低于现有的调制宽带转换器结构,并且通过仿真验证了其正确性。该新型结构为调制宽带转换器离散压缩采样数字接收机在现场可编程门阵列上的物理实现奠定了基础,使整个接收机结构更具有实际工程应用价值。     

装备试验与评价的系统工程管理技术

试验与评价是对装备战技指标进行的全面考核与验证,涉及到多指标、多阶段、多装备层次。结合装备试验与评价的特点与需求,给出了装备试验与评价系统工程管理的概念,明确了其内涵。从寿命周期维、评价指标维和装备层次维三个角度,构建了装备试验与评价的霍尔三维结构模型(HMTE)。针对具体评价指标,对该模型的矩阵映射过程进行了阐述,实现了HMTE的具体化。最后对元模型进行了论述,并通过案例阐述了其具体形式。装备试验与评价系统工程管理方法的应用,有利于装备试验与评价的全面统筹与实施,达到降低试验总费用,提升试验总效能的目标。