控制力矩陀螺的动态扫描成像卫星姿态控制

针对卫星动态扫描成像任务中的姿态控制问题,建立卫星姿态动力学模型,分析动态扫描成像任务对姿态控制的特殊需求。结合动态扫描成像任务需求提出一种典型的姿态机动方案,对姿态机动过程所需控制力矩进行估计。基于期望力矩和星体实时姿态设计一种俯仰机动控制律,并提出五棱锥构型陀螺群的操纵方案。针对某动态扫描成像任务卫星,对提出的控制律进行数值仿真。仿真结果证明所提方案可以满足卫星动态扫描成像的姿态控制要求。     

拉伸-剪切耦合层合板优化设计及其应用

针对标准铺层拉伸-剪切耦合层合板耦合效应弱的缺点,提出利用优化法的自由铺层拉伸-剪切耦合层合板的设计方法。推导了只具有拉伸-剪切耦合效应的层合板应满足的条件。优化得到了7~14层的自由铺层拉伸-剪切耦合对称层合板。对比分析了自由与标准铺层拉伸-剪切耦合层合板的屈曲强度与稳定性。采用自由铺层拉伸-剪切耦合层合板设计了拉伸-扭转耦合结构。研究表明:自由铺层的拉伸-剪切耦合层合板的屈曲强度以及稳定性要显著弱于标准铺层层合板,但具有更强的耦合效应;随着层数的增加,自由铺层的拉伸-剪切耦合层合板的最大耦合效应逐渐减小。     

板的弹塑性弯曲有限元分析中的分层法

论述了板的弹塑性弯曲有限元分析方法 ,对屈服函数的选取作了分析 ,采用分层方法 ,着重分析了对板的弹塑性切线刚度矩阵的建立 ,所论述的分层计算方法对其它非线性板弯曲的有限元计算具有一定的参考价值     

The timing of contests

We develop a simple model to analyze the timing of contests. When the odds of winning a contest are exogenously given – we show that if either the players discount the future or if the total cost of contest is smaller in the future – there exist subgame perfect equilibria where both players settle, anticipating a contest in the future. With endogenous efforts, the aggregate efforts expanded in a contest are smaller if the contest occurs in the future when the relative effort productivities remain constant or diverge over time, thus creating scope for delay in contests. When the effort productivities converge over time, the total efforts may be greater under a future contest. As a consequence, players either settle over the two periods, or else they initiate a contest immediately.     

Responses of HFR-LWC beams under close-range blast loadings accompanying membrane action

The load-carrying capacities and failure patterns of reinforced concrete components can be significantly changed by membrane effects. However, limited work has been carried out to investigate the blast resistance of Hybrid Fiber Reinforced Lightweight Aggregate Concrete (HFR-LWC) members accompanying membrane action. This paper presents a theoretical approach to quantitatively depicting the membrane behavior and its contribution on the behavior of HFR-LWC beams under close-range blast loadings, and the suitability of the proposed model is validated by a series of field tests. An improved Single-Degree-of-Freedom (SDOF) model was employed to describe the dynamic responses of beam-like members under blast loadings accompanying membrane action, where the mass-load coefficient is determined according to the nonuniformly distributed load induced by close-range explosion, and the membrane action is characterized by an in-plane (longitudinal) force and a resisting moment. The elasto-plastic and recovery responses of HFR-LWC beams under the combined action of blast load and membrane force were analyzed by the promoted model. A specially built end-constrain clamp was developed to provide membrane action for the beam member when they are subjected to blast load simultaneously. It is demonstrated that the analytical displacement-time histories are in good agreement with experimental results before peak deflections and that the improved SDOF model is an acceptable tool for predicting the behavior of HFR-LWC beams under blast loadings accompanying membrane action.     

基于双特征参数解的直杆弹性动力后屈曲研究

利用差分方法求解动力后屈曲非线性方程解,研究了弹性直杆的2类轴向碰撞屈曲问题.将双特征参数解得出的含有小幅值参数的初始动力屈曲模态作为非线性后屈曲解的初始条件.理论计算的结果与文献中的实验数据达到了很好的一致,由此验证了双特征参数方法的正确性.研究结果还揭示了碰撞过程中屈曲变形扩展和发展的机理,以及轴向应力波和屈曲变形的相互作用规律.     

导弹测试系统中动态激励设备的调速控制与变频器的应用

导弹自动驾驶仪敏感部件功能状态的测试,是导弹实施综合测试内容的重要项目之一。实施敏感部件的测试的前提条件之一,是要有动态激励信号产生。产生动态激励信号的设备是动态激励装置。动态激励装置由驱动电机进行驱动。对驱动调速机构、调速原理以及变频器的应用,做出概要性阐述。     

轴向应力波作用下的圆柱壳弹塑性后屈曲

为揭示柱壳屈曲变形的发展机理及屈曲波与弹塑性应力波耦合传播间的关系,运用非线性显示动力学有限元分析方法对承受轴向高速冲击载荷作用下柱壳的弹塑性后屈曲过程进行了研究。分析结果表明:对于柱壳在轴向高速冲击下的弹塑性轴对称动力屈曲,主要屈曲变形发生在柱壳的两端,屈曲变形的产生及发展与应力波在壳中的传播过程密切相关;塑性应力波在整个屈曲过程中起了绝对支配的作用;屈曲波的产生及发展,都与塑性波的传播及反射有关;弹性应力波由于在整个屈曲过程中持续的时间极短,处于次要的地位。     

The military as a learning organisation: establishing the fundamentals of best-practice in lessons-learned

The post-Cold War era has witnessed the rapid expansion of organisational learning initiatives within NATO militaries, especially formal “lessons-learned” processes. The effectiveness of national lessons-learned processes in recalibrating military activity to the demands of ongoing operations has been highly-differentiated. However, the academic literature on military change and practitioner guidance has been slow to investigate the key features of best-practice in military learning. This article breaks new ground by drawing upon the literature on dynamic organisational capabilities to explore the fundamental organisational processes and activities which are necessary to implement successful lessons-learned. It examines, in particular, the organisational features which facilitate “knowledge transformation”: the effective combination of new knowledge gained from intra- and inter-organisational learning with existing organisational knowledge. The article concludes by highlighting several potential future empirical and theoretical research agendas in military learning and the importance of engagement between lessons-learned practitioners and organisational learning scholars.     

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.