基于实船抗爆炸冲击试验的爆源定位方法

对实船抗爆炸冲击试验中鱼雷爆炸点的几种定位方法进行了阐述,并结合实船抗某型鱼雷爆炸冲击试验的实际测量情况,对各种定位方法的应用效果、适用条件进行了综合比较和分析,提出了实船抗爆炸冲击试验爆炸点定位测量的一种有效方法,适用于其他实船抗爆炸冲击试验和其他型号鱼雷实航打靶试验,具有通用性和推广价值。     

基于空间比和感知密度的混合自行车交通流模型

针对混合自行车流的异质特性,从空间比和感知密度概念出发,分别对3种混合自行车流状态的密度及流量进行计算,并根据元胞传输模型得出混合自行车流交通波计算公式. 采用昆明市6种不同自行车道宽度的实际调查数据,以停车波和启动波作为验证参数,并与单一车流交通波(LWR)模型计算结果进行对比.结果表明,不同自行车道宽度下本文模型计算精度均高于单一车流交通波(LWR)模型;从MAPE可以看出,本文模型的停车波、启动波计算精度较单一车流交通波(LWR)模型分别提高9.25%、13.64%,表明本文模型能较好地描述混合自行车流运行特征,为进一步揭示混合自行车流交通机理提供新思路.     

临界饱和状态交通干线协调控制模型

为提升临界饱和状态下干线车流通行效率，提出了一种基于冲击波理论的干线双向信号协调控制方法。首先，建立了考虑车速变化、转向比例、车道变化等因素的干线交通流模型，分析了临界饱和交通干线交通流运行状态与各参数间的关系。第二，构建了以干线双向通过量最大化为优化目标的混合整数线性规划模型，通过优化干线公共周期和各交叉口绿信比以提高干线通行能力。第三，构建了以延误最小化为优化目标的二次规划模型，并提出了相应的求解算法，通过优化相位差和相位方案实现了干线交叉口的信号协调。临界饱和交通干线协调控制模型由通过量最大化模型和延误最小化模型构成，考虑各交叉口间的制约影响关系，有效避免了排队滞留、溢出、交叉口“死锁”等现象。采用两阶段优化方法，通过通过量最大化模型优化周期及绿信比，继而应用延误最小化模型优化交叉口相位方案及相位差，获得干线系统双向信号协调最优控制方案。最后，应用临界饱和交通状态干线协调控制模型对南京市中山东路10个交叉口进行了信号协调优化，并对优化结果进行了仿真分析。结果表明：临界饱和交通状态干线协调控制模型能对双向临界饱和干线的信号控制方案进行优化，与对照方案相比，优化方案的双向总交通量提升了21.9%，车均延误降低了63.1%，通行能力与服务水平提升显著。     

扰流片式推力矢量控制的气动力学研究

文章基于气动力学中激波的相关原理,通过数值模拟研究了扰流片式推力矢量控制的工作原理、燃气流动偏转以及燃气与扰流片之间的相互作用。以减小扰流片侧向引起的推力损失为目的,基于膨胀波及超声速普朗特-迈耶流动的基本原理,获得了减小扰流片对燃气核心射流影响的基本方法,并通过数值模拟验证了R-73扰流片式推力矢量控制气动设计的合理性,获得了其扰流片、致偏装置的基本设计原则。     

基于声学测量的舰炮对空脱靶量算法研究

舰炮武器系统最基本、最重要的战术指标是射击精度,而通过舰炮对空射击脱靶量的测量能够评估对空射击精度及射击效力。在声学测量原理基础上,通过建立空间传感器阵进行多点测量,并利用弹丸激波参数与传播距离存在的关系,建立相应的数学模型,以完成舰炮武器系统对空射击脱靶量的测量。     

Consistency of Input-Output Model and Shockwave Analysis in Queue and Delay Estimations

This paper investigates the consistency between the simple input-output model and the shockwave analysis method as applied to traffic bottleneck problems. Mathematical derivations considering changes in arriving demand and discharge rate have shown that these models are consistent in queue and delay estimations, as both methods produce identical results at anytime during the congestion propagation and dissipation processes. Earlier findings on the inconsistency of these two methods are attributed to the lack of consideration of the baseline factor, which is dependent on the level of background traffic. Numerical examples are presented to illustrate the importance of the baseline factor, to ensure consistency regardless of the use of different flow-density relationships.     

Numerical calculation of coupled damage effects on ship subjected to internal blast loading of warhead北大核心CSCD

［Objective］This paper studies the coupled damage effects of a ship's structure due to the internal blast loading of a warhead. ［Methods］Blast tests with cased charge data are conducted to verify the effectiveness of the coupled SPH-FEM approach, and numerical calculations are then performed on real ship compartment scale model tests to analyze the coupled fragmentation and shockwave damage effects of an explosion in a confined cabin.［Results］The results show that the fragments caused by the detonation of the warhead will first cause local damage to the cabin structure. The shockwave will exacerbate the local damage, and blasted openings will further increase the space for the propagation and diffusion of the shockwave inside the chamber, which will in turn cause damage to the adjacent structures. The simple equivalence of the warhead to a bare charge does not give a true picture of the effect of the warhead on the ship's structure, and fragmentation plays a significant role in the detonation of the warhead.［Conclusions］The results of this study show that employing the coupled SPH-FEM numerical method to calculate the coupling damage effects on a ship's structure can accurately reproduce the warhead damage pattern in tests, thereby providing support for the improved assessment of the damage of naval structures under warhead detonation. © 2022 Chinese Journal of Ship Research. All rights reserved.     

Numerical optimal control method for shockwaves reduction at stationary bottlenecks

The paper introduces an optimal control method for traffic management with variable speed limits. It consists of traffic flow dynamics prediction with a non‐linearized Lighthill–Whitham–Richards macroscopic traffic flow model, introduction of a cost functional, which enables stable shockwaves optimization, and numerical implementation of the optimization process with differential evolution. The method overcomes the discretization issues and provides speed limits that are in general not limited to small number of successive discrete points, i.e. variable message signs locations, nor in rounded speed limits. Performance of the method is demonstrated on a case study, which shows promising reduction of the backward moving shockwave that occurs because of a stationary bottleneck. Copyright © 2016 John Wiley & Sons, Ltd.