基于专利分析的智能引信安全控制技术

本文基于Patentics数据库提供的数据,通过对智能引信安全控制技术领域的国内外专利进行检索及统计分析,从专利申请量、申请区域、国际专利分类技术构成和重点研发团队等方面对智能引信安全控制技术的专利态势进行深入研究,并结合专利文献着重对重点研发团队的技术发展路线进行解读,进而为实现引信安全控制的智能化发展给出了意见和建议,如发展多功能小型化引信、高安全性自适应控制引信和高可靠性安全/毁伤协同智能引信等,以期为政府、企业及科研机构的决策提供参考,提高科技创新的起点。     

Knowledge-oriented modeling for influencing factors of battle damage in military industrial logistics: An integrated method

Modeling influencing factors of battle damage is one of essential works in implementing military industrial logistics simulation to explore battle damage laws knowledge. However, one of key challenges in designing the simulation system could be how to reasonably determine simulation model input and build a bridge to link battle damage model and battle damage laws knowledge. In this paper, we propose a novel knowledge-oriented modeling method for influencing factors of battle damage in military industrial logistics, integrating conceptual analysis, conceptual modeling, quantitative modeling and simulation implementation. We conceptualize influencing factors of battle damage by using the principle of hierarchical decomposition, thus classifying the related battle damage knowledge logically. Then, we construct the conceptual model of influencing factors of battle damage by using Entity-Relationship approach, thus describing their interactions reasonably. Subsequently, we extract the important influencing factors by using social network analysis, thus evaluating their importance quantitatively and further clarifying the elements of simulation. Finally, we develop an agent-based military industry logistics simulation system by taking the modeling results on influencing factors of battle damage as simulation model input, and obtain simulation model output, i.e., new battle damage laws knowledge, thus verifying feasibility and effectiveness of the proposed method. The results show that this method can be used to support human decision-making and action.     

Study on dynamic response of multi-degree-of-freedom explosion vessel system under impact load

In order to study the dynamic response and calculate the axial dynamic coefficient of the monolayer cylindrical explosion vessel, the wall of vessel is simplified as a multi-degree-of-freedom (MDoF) undamped elastic foundation beam. Decoupling the coupled motion equation and using Duhamel's integrals, the solutions in generalized coordinates of the equations under exponentially decaying loads, square wave loads and triangular wave loads are calculated. These solutions are consistent in form with the solutions of single-degree-of-freedom (SDoF) undamped forced vibration simplified model. Based on the model, equivalent MDoF design method (also called MDoF dynamic coefficient method) of cylindrical explosion vessel is proposed. The traditional method can only predict the dynamic coefficient of torus portion around the explosion center, but this method can predict that of the vessel wall at any axial n dividing point position. It is verified that the prediction accuracy of this model is greatly improved compared with the SDoF model by comparing the results of this model with SDoF model and numerical simulation in different working conditions. However, the prediction accuracy decreases as the scaled distance decreases and approaches the end of the vessel, which is related to the accuracy of the empirical formula of the implosion load, the simplification of the explosion load direction, the boundary conditions, and the loading time difference.     

Synergistic effect of hybrid Himalayan Nettle/Bauhinia-vahlii fibers on physico-mechanical and sliding wear properties of epoxy composites

The cellulosic bast fibers are recognized as a justifiable and biodegradable substitute for producing moderate strength polymer composite materials because of their characteristics of renewability, eco-friendliness, and higher specific strength. Hence the aim of this research work is to fabricate Himalayan bast fibers (Nettle fiber (NF)/bauhinia vahlii fiber (BF)) based mono/hybrid epoxy composites at varying weight percentage of 2–6 wt% and evaluate the physical (void fraction and water absorption), mechanical (tensile strength, flexural strength, hardness) and sliding wear properties of as-fabricated composites. The 6 wt% NBF reinforced composites exhibited higher mechanical properties as compared to NF and BF composites with tensile strength of 34.04 MPa, flexural strength of 42.45 MPa, and hardness of 37.01 H_v respectively. The influence of various control factors (sliding velocity, NF/BF/NBF contents, normal load and sliding distance) on specific sliding wear rate of composites was evaluated by Taguchi (three factors at three levels) experimental design and the percentage contribution of these selected parameters on sliding wear performance was examined by Analysis of variance (ANOVA). The sliding wear property of as-developed composites was found to be greatly influenced by sliding velocity and the wear resistance was observed to be improved with the NF/BF/NBF contents. The wear mechanism of the as-fabricated composites has been elucidated by scanning electron microscopy analysis. The research outcomes demonstrated that the hybridization of Bauhinia vahlii fiber with Nettle fiber led to improve the mechanical and wear properties of epoxy composites.     

Optimal design of a novel cylindrical sandwich panel with double arrow auxetic core under air blast loading

The increasing threat of explosions on the battle field and the terrorist action requires the development of more effective blast resistance materials and structures. Curved structure can support the external loads effectively by virtue of their spatial curvature. In review of the excellent energy absorption property of auxetic structure, employing auxetic structure as core material in curved sandwich shows the potential to improve the protection performance. In this study, a novel cylindrical sandwich panel with double arrow auxetic (DAA) core was designed and the numerical model was built by ABAQUS. Due to the complexity of the structure, systematic parameter study and optimal design are conducted. Two cases of optimal design were considered, case1 focuses on reducing the deflection and mass of the structure, while case2 focuses on reducing the deflection and increasing the energy absorption per unit mass. Parameter study and optimal design were conducted based on Latin Hypercube Sampling (LHD) method, artificial neural networks (ANN) metamodel and the nondominated sorting genetic algorithm (NSGA-Ⅱ). The Pareto front was obtained and the cylindrical DAA structure performed much better than its equal solid panel in both blast resistance and energy absorption capacity. Optimization results can be used as a reference for different applications.     

大型复合材料空间刚架缩比模型设计方法

缩比模型试验是获取大型复合材料空间刚架力学特性或响应的一种有效途径,其中一项重要内容是缩比模型设计。以大型复合材料空间刚架为研究对象,阐述已有传统方法的局限性;基于离散相似提出结合有限元方法的方程分析法,利用该方法推导大型复合材料空间刚架静力学响应和动特性的相似关系;利用所提方法设计某复合材料龙骨的1/5缩比模型,并通过试验进行验证。验证结果表明,所提方法和推导的相似关系能够用于指导大型复合材料空间刚架的缩比模型试验。     

欠驱动无人艇自适应滑模航迹跟踪控制

为便于航迹跟踪控制器设计和分析,引入坐标变换,建立典型的欠驱动无人艇数学模型;建立以航迹上自由点为原点的Serret-Frenet坐标系,实现对航迹跟踪误差变量的描述;通过将航迹参数的更新律作为一附加控制输入,实现了无人艇航迹跟踪控制系统由欠驱动向全驱动控制的转变,并利用改进视线导引算法实现了对无人艇位置的跟踪控制;考虑海流等外界扰动的影响,采用滑模自适应技术分别设计了无人艇航向和航速控制算法,实现了对航向角、纵向速度跟踪误差的镇定;基于李雅普诺夫理论和级联系统理论证明了航迹跟踪控制系统的一致半全局指数和一致全局渐进稳定性。仿真结果表明:所提出的控制算法可在一定程度上处理海流等外界扰动,跟踪效果良好,并且克服了角速度持续激励问题,能够同时实现对直线和曲线航迹的跟踪。     

运动视觉平台点目标定位误差分析和平台最优运动轨迹设计

对运动视觉平台点目标定位问题进行了研究,介绍了基于视觉共线方程的目标定位方法,分析了共线方程关于视线约束的实质。在观测视线相关坐标系推导了视线方向角矢量对目标定位误差的影响规律,分析了多观测对定位误差的影响,并基于最小化目标定位误差推导了视觉平台的最优运动轨迹,利用简单明了的分析方法得到了与已有文献优化Fisher信息矩阵方法一致的结论。利用仿真和试验对定位误差和最优轨迹进行了验证,证实了定位误差理论分析和最优运动轨迹设计的正确性。     

基于序列径向基函数的运载火箭蒙皮桁条结构轻质优化

以我国大型运载火箭薄壁加筋结构轻量化设计为研究背景,针对轴压下大直径大载荷蒙皮桁条结构开展后屈曲轻质优化研究.基于Python语言建立蒙皮桁条结构参数化模型,为确定结构的极限承载能力,开展蒙皮桁条结构后屈曲分析.针对蒙皮桁条结构轻质优化涉及离散的拓扑和连续的尺寸优化问题,提出基于近似模型和组合优化算法的序列近似优化方法...     

复杂条件下膨胀土边坡渗流和稳定性分析

膨胀土的工程性质受周围环境及气候的影响比较大,很多膨胀土边坡的失稳破坏是在降雨时或者降雨后发生的。对膨胀土边坡失稳而言,胀缩性和裂隙性是内在因素, 降雨入渗是外部诱发条件。用SEEP／W和SLOPE／W软件对膨胀土渠坡工作期间水位快速升降、降雨入渗以及自然蒸发等可能工况进行了系统分析,并考虑了裂隙的影响。分析结果表明,由于非饱和土的渗透系数很小,渠坡内部各种物理场要经过较长的时间才能达到稳定;水位快速升降对临水面含水量和压力水头的影响较快,需要经过一定时间才能影响渠坡内部的含水量和压力水头变化;膨胀土张裂缝对降雨入渗有显著的影响,含水量和总水头影响范围达到张裂缝底部;水位快速下降会导致边坡安全系数降低。研究结果对边坡稳定性分析很有意义。