Blast resistance evaluation of urban utility tunnel reinforced with BFRP bars

To improve corrosion-resistance of shallow-buried concrete urban utility tunnels(UUTs),basalt fiber reinforced polymer(BFRP)bars are applied to reinforce UUTs.As the UUT must have excellent survival capability under accidental explosions,a shallow-buried BFRP bars reinforced UUT(BBRU)was designed and constructed.Repetitive blast experiments were carried out on this BBRU.Dynamic responses,damage evolutions and failure styles of the BBRU under repetitive explosions were revealed.The tunnel roof is the most vulnerable component and longitudinal cracks develop along the tunnel.When the scaled distance is larger than 1.10 m/kg1/3,no cracks are observed in the experiments.When the BBRU is severely damaged,there are five cracks forming and developing along the roof.The roof is simplified as a clamped-supported one-way slab,proved by the observation that the maximum strain of the transverse bar is much larger than that of the longitudinal bar.Dynamic responses of the roof slab are predicted by dynamic Euler beam theory,which can consistently predict the roof displacement under large-scaled-distance explosion.Compared with the UUT reinforced with steel bars,the BBRU has advantages in blast resistance with smaller deflections and more evenly-distributed cracks when the scaled distance is smaller than 1.260 m/kg1/3 and the steel bars enter plastic state.Longer elastic defamation of the BFRP bars endows the UUT more excellent blast resistance under small-scaled-distance explosions.     

长期贮存的固体发动机药柱脱粘界面裂纹分析

为了分析长期贮存的固体导弹发动机药柱脱粘层界面裂纹在燃气内压和轴向过载联合作用下的扩展情况,建立了发动机药柱在包覆层与推进剂之间脱粘的三维有限元计算模型,并于脱粘界面的裂纹尖端设置三维奇异裂纹元,模拟脱粘界面裂纹扩展。在包覆层与推进剂之间设置不同深度脱粘,计算了在燃气内压和轴向过载联合作用下不同贮存期、不同深度的界面裂纹尖端的应力强度因子,得到了界面裂纹应力强度因子随贮存时间、脱粘深度的变化规律,对长期贮存的固体发动机脱粘界面裂纹的扩展进行了分析。     

略论思想政治工作中的形象思维

在思想政治工作实践中 ,作为重要的非理性思维因素在工作主体的思维方式中是大量存在的 ,并且可以“配合”理性思维 ,促进思想政治工作的有效运行。本文分析了形象思维在工作主体思维方式中的地位 ,阐述了在思想政治工作中形象思维的过程、特征及其积极意义与作用     

Balancing a one‐way corridor capacity and safety‐oriented reliability: A stochastic optimization approach for metro train timetabling

In urban rail transit systems of large cities, the headway and following distance of successive trains have been compressed as much as possible to enhance the corridor capacity to satisfy extremely high passenger demand during peak hours. To prevent train collisions and ensure the safety of trains, a safe following distance of trains must be maintained. However, this requirement is subject to a series of complex factors, such as the uncertain train braking performance, train communication delay, and driver reaction time. In this paper, we propose a unified mathematical framework to analyze the safety‐oriented reliability of metro train timetables with different corridor capacities, that is, the train traffic density, and determine the most reliable train timetable for metro lines in an uncertain environment. By employing a space‐time network representation in the formulations, the reliability‐based train timetabling problem is formulated as a nonlinear stochastic programming model, in which we use 0‐1 variables to denote the time‐dependent velocity and position of all involved trains. Several reformulation techniques are developed to obtain an equivalent mixed integer programming model with quadratic constraints (MIQCP) that can be solved to optimality by some commercial solvers. To improve the computational efficiency of the MIQCP model, we develop a dual decomposition solution framework that decomposes the primal problem into several sets of subproblems by dualizing the coupling constraints across different samples. An exact dynamic programming combined with search space reduction strategies is also developed to solve the exact optimal solutions of these subproblems. Two sets of numerical experiments, which involve a relatively small‐scale case and a real‐world instance based on the operation data of the Beijing subway Changping Line are implemented to verify the effectiveness of the proposed approaches.     

基于Patran二次开发的星形药柱几何参数灵敏度分析

为了分析几何参数对星形药柱结构完整性的影响,在有限元软件MSC.Patran/Nastran平台上,用Patran的二次开发工具PCL(Patran Command Language)实现了星形药柱建模与分析的参数化。研究了星形药柱最大Von Mises应变随药型几何参数的变化规律并进行了灵敏度分析。结果表明,星形药柱肉厚、星角系数、星角数以及沟槽顶弧倒圆半径等对药柱结构完整性影响较大,药型设计时应重点关注这些参数。所提出的方法和相应结论可为固体发动机设计提供参考。     

航天器近距离交会斜滑制导算法

提出了满足测量视场、最小脉冲间隔、最大脉冲受限等约束的燃料最省的航天器近距离交会多脉冲斜滑制导算法.建立了近距离交会(接近和撤离)多脉冲斜滑制导算法的统一数学模型;提出了理想交会轨道距离和速率的指数函数变化关系,使得算法能够实现任意时间的近距离交会,同时满足接近操作减速和撤离过程加速的任务要求;设计了对数函数映射法进行脉冲寻优.最后通过接近段和撤离段的操作仿真算例进行验证,仿真结果表明,相比最优化方法,对数函数映射法以较小的计算量实现了较好的寻优效果;算法能够以较省的燃料消耗实现轨道面内任意方向、任意时间内满足约束的近距离交会.     

从世界主要国家动员实践看我国国防动员应急应战一体化体制建设

本文透过世界主要国家国防动员应急应战的动员实践,认真分析了我国国防动员系统在历次抗灾救灾中所暴露的主要问题,并以此为切入点从应急应战领导指挥体制、应急应战力量体系、物资装备保障体系、应急应战法规体系等四个方面,对构建我国应急应战一体化体制进行了深入的研究探讨,提出了具有一定实践价值的意见建议。     

约束层阻尼板动力学问题的传递函数解

采用传递函数方法对约束层阻尼板进行了动力学分析.使用Hamilton原理得到了约束层阻尼板的运动方程和边界条件,对未知位移进行级数展开,引入状态向量,使用分布参数传递函数方法建立系统的状态空间方程进行求解,分析了四边简支板的自由振动和频率响应问题,得到了板的固有频率、损耗因子和频响曲线.算例的计算结果与NASrRAN计算结果相比吻合良好.     

运载器牵制释放结构动力响应数值模拟方法研究

将运载器牵制释放垂直发射的过程依次分为静态、牵制、释放三个阶段.利用MSC.Patran/Nastran的场功能和分组分析功能,将前一个阶段的计算结果场向后一个阶段的初始条件场传递,提出了一种分析运载器牵制释放全过程结构动力响应的分阶段计算新方法.解决了牵制释放过程中由于出现运载器-发射台分离面给结构动力响应计算带来的困难.采用该方法计算了几个运载器牵制释放的算例,分析了牵制阶段牵制力的变化、释放阶段运载器结构动力响应的特点、不同释放时间对结构动力响应的影响.算例表明:该方法实施简便、精度较高,还可拓展用于不同时刻释放、释放不同步、施加缓释力等条件下运载器结构动力响应的分析,为牵制释放系统的研制提供参考.     

视场约束下V-bar撤离控制的解析计算方法

利用解析方法研究在视场约束条件下交会对接V-bar撤离的控制问题。描述交会对接V-bar撤离的径向冲量机动方案,说明径向机动撤离方案具有减少羽流污染和故障情况下能够避免飞行器碰撞的优点。基于CW方程推导出已知径向冲量求最大视场角和已知视场角约束求容许冲量的解析公式,同时得到求最大视场角时刻和冲量作用后V-bar方向撤离距离的计算公式。最后,数值和解析两种方法的比较验证了解析方法的正确性。