轴角编码器中的叠加三角波技术研究

针对基于DSP的轴角编码器,运用叠加三角波理论提高A/D转换的分辨率。介绍叠加三角波理论,并结合基于DSP的轴角编码器,对三角波信号的参数设置进行研究,从而有效的提高A/D转换的分辨率。利用叠加三角波法加适当的外围电路,与外接高分辨率的ADC芯片相比,具有更高的性价比,较好的满足轴角编码器对A/D转换的需求。     

频域加权LQR控制器改进设计

基于线性二次型调节器(Linear Quadratic Regulator,LQR)控制方法,设计一种频域加权LQR控制器;通过对其常用滤波器进行改进,提出一种新型滤波器设计思路.当振源频率低于执行器下限响应频率,导致执行器输出减小时,通过改变滤波器参数、增大低频部分权重及控制力,可提高低于执行器响应下限频段的控制性能...     

用弹性动力学基本分析方法求解导弹 折叠翼展开的动响应

用机构弹性动力学的基本方法分析了一种导弹折叠翼展开的动力学问题,详细介绍了运动微分方程的解法,并将计算结果曲线与刚体动力学计算曲线、试验测得的曲线进行比较和分析,证明了该算法的可靠性和可行性。     

Response surface analysis of two‐stage stochastic linear programming with recourse

We apply the techniques of response surface methodology (RSM) to approximate the objective function of a two‐stage stochastic linear program with recourse. In particular, the objective function is estimated, in the region of optimality, by a quadratic function of the first‐stage decision variables. The resulting response surface can provide valuable modeling insight, such as directions of minimum and maximum sensitivity to changes in the first‐stage variables. Latin hypercube (LH) sampling is applied to reduce the variance of the recourse function point estimates that are used to construct the response surface. Empirical results show the value of the LH method by comparing it with strategies based on independent random numbers, common random numbers, and the Schruben‐Margolin assignment rule. In addition, variance reduction with LH sampling can be guaranteed for an important class of two‐stage problems which includes the classical capacity expansion model. © 1999 John Wiley & Sons, Inc. Naval Research Logistics 46: 753–776, 1999     

空间飞网地面碰撞试验与仿真

设计了空间飞网地面碰撞试验系统,并将碰撞试验结果与有限元仿真结果进行比较分析,对碰撞过程中的碰撞力和绳段内力进行分析。研究表明:试验结果与仿真结果吻合较好,这验证了仿真模型的有效性;飞网碰撞目标后产生的约束张力有利于收拢包裹目标;飞网的柔性特征可有效缓解碰撞效应,但碰撞区域绳段易产生断裂破坏。     

Effect of microstructure on short pulse duration shock initiation of TATB and initial response mechanism

Micro-TATB particles with different sizes and 3D nanoporous TATB architectures with different specific surface areas were prepared through recrystallization to study short pulse duration shock initiation properties by electric gun technology. For micro-TATB, the initiation threshold significantly decreases with TATB average size ranging from 79.7 μm to 0.5 μm. For 3D nanoporous TATB architecture, the initiation threshold decreases and then increases with specific surface areas increased from 9.6 m²/g to 36.2 m²/g. The lowest initiation thresholds are obtained for the micro-TATB with average sizes of 1.3 μm and 0.5 μm, and 3D nanoporous TATB architecture with specific surface area of 22.4 m²/g. The shock initiation thresholds of micro-TATB and 3D nanoporous TATB architectures show significantly decreases with the porosity increased. The decomposition reaction and thermal conductivity properties were further investigated to understand the initial response mechanism. High porosity provides more collapse sites to generate high temperature for formation of hot spots. The low thermal conductivity and decomposition temperature could enhance the formation and ignition of the hot spots, and initial decomposition reaction of TATB. The effect of the decomposition temperature is higher than that of the thermal conductivity on the shock initiation properties. The enhanced decomposition reaction could promote energy release and transfer process from the ignition to the combustion. This work offers a new insight to understand the effects of microstructure on the shock initiation properties and the initial response mechanism of TATB.     

地铁火灾应急预案的制定

介绍地铁火灾发生时的几个主要的特点以及其巨大的危害性,引出了地铁火灾应急预案制定模式的重要性。通过对已有的资料进行研究、分析,同时结合实际,对地铁火灾应急预案制定时所包含的主要内容进行了科学的完善,得出了一个完整的预案制定模式。     

输电塔-线体系在断线作用下的动力响应

架空送电线路设计技术规程给出了断线情况下导地线静态平衡后的张力系数,该系数没有考虑塔-线体系的动态冲击效应。以晋东南-南阳-荆门1000kV输电线路沿山头汉江大跨越工程为参考,利用两基三线模型分析了断线工况下大跨越输电塔的动力响应。数值模拟分析表明,断线荷载对输电塔的冲击作用显著,应力放大系数γ达到1．42—1．94。该结论可以为输电线路相关规范的制定提供参考,也为类似塔-线结构体系的动力计算提供借鉴。     

Experimental investigation on dynamic response and damage models of circular RC columns subjected to underwater explosions

Reinforced concrete (RC) columns are widely used as supporting structures for high-piled wharfs. The study of damage model of a RC column due to underwater explosion is a critical issue to assess the wharf’s antiknock security. In this study, the dynamic response and damage model of circular RC columns subjected to underwater explosions were investigated by means of scaled-down experiment models. Experiments were carried out in a 10.0 m diameter tank with the water depth of 2.25 m, under different explosive quantities (0.025 kg–1.6 kg), stand-off distances (0.0 m–7.0 m), and detonation depths (0.25 m–2.0 m). The shock wave load and dynamic response of experiment models were measured by configuring sensors of pressure, acceleration, strain, and displacement. Then, the load distribution characteristics, time history of test data, and damage models related to present conditions were obtained and discussed. Three damage models, including bending failure, bending-shear failure and punching failure, were identified. In addition, the experience model of shock wave loads on the surface of a RC column was proposed for engineering application.     

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.