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501.
502.
Guidance problems with flight time constraints are considered in this article. A new virtual leader scheme is used for design of guidance laws with time constraints. The core idea of this scheme is to adopt a virtual leader for real missiles to convert a guidance problem with time constraints to a nonlinear tracking problem, thereby making it possible to settle the problem with a variety of control methods. A novel time-constrained guidance (TCG) law, which can control the flight time of missiles to a prescribed time, is designed by using the virtual leader scheme and stability method. The TCG law is a combination of the well-known proportional navigation guidance(PNG) law and the feedback of flight time error. What's more, this law is free of singularities and hence yields better performances in comparison with optimal guidance laws with time constraints. Nonlinear simulations demonstrate the effectiveness of the proposed law. 相似文献
503.
针对复合开放闭合结构电磁散射问题的矩量法求解,通过修改混合场积分方程的建立方式,将混合场积分方程扩展应用到这类开放结构,大大提高了求解效率,数值算例证明了该方法的精度和效率。 相似文献
504.
为了获得高超声速飞行器非设计点上较好的性能,包括单边膨胀喷管(SERN)在内的几何可调方案成为了目前研究的热点,针对单边膨胀喷管开展了流固耦合的研究,重点分析流固耦合中的动态载荷问题,不考虑结构传热及重力的影响,对不同几何调节位置上的SERN开展了计算分析.结果表明在不同位置上,SERN唇口板均出现了超声速颤振.通过进一步分析,获得结论如下:(1)唇口板振动特点主要由材料属性和结构决定;(2)唇口板在不同调节位置上,振动频率大致均为结构的一阶振动频率,喷管升力的振荡范围较喷管推力的振荡范围大;(3)随着唇口板角度的增加,唇口板振幅增大. 相似文献
505.
本文研究条带式太阳帆在近地轨道运行进出地球阴影时的热致结构动力学响应,建立了在太阳热辐射和光压共同作用下的太阳帆结构动力学方程,采用分布传递函数法,给出了条带式太阳帆热致结构稳态振动幅频响应的计算方法。算例结果表明:热辐射冲击是引起近地轨道太阳帆结构动力学响应的主要原因,光压引起的结构响应可忽略不计;增加桅杆壁厚不能有效抑制太阳帆的热致结构动态响应;增大阻尼,减小结构的热膨胀系数能够明显减小太阳帆热致结构响应的振幅;热致结构动态响应是设计大尺寸近地轨道太阳帆必须解决的问题。本文提出的方法可为太阳帆结构设计、姿态和轨道控制提供有力的分析工具。 相似文献
507.
为了提高叶片的加工质量、降低叶片成品的废品率和加工成本,以航空发动机薄壁叶片数控铣削、抛光、振动光饰、喷丸强化的典型加工工艺为研究对象,提出了一种面向多工序的加工变形误差补偿方法及加工检验模型的建立方法。分析各工序的加工变形规律,将多工序变形误差作为一个整体,利用反变形误差补偿方法建立数控精铣工序的加工模型。图纸要求的理论模型只作为最终检验模型,而工序检验模型根据后续加工误差累加对最终检验模型修改得到。通过实例验证,该方法有效地降低了叶片工序检验结论的误判率,保证了工序检验合格及最终检验合格的要求。 相似文献
508.
针对多旋转关节空间太阳能电站构型,利用基于能量等效原理的连续体等效方法将其等效为柔性梁模型,并考虑重力梯度影响,建立了姿态运动与结构振动的耦合动力学模型;结合Runge-Kutta 法和Newmark法的优点,提出了适用于求解姿态运动与结构振动耦合动力学方程的改进算法,相比于经典Runge-Kutta 法大幅提高了效率;利用改进算法得到了不同参数下的动力学响应。在此基础上,推导了结构振动量级随结构尺寸的六次方量级增加的规律,仿真结果表明尺寸过大引发不稳定现象;分析了姿态运动和重力梯度对结构振动频率和振幅的影响;发现了姿态运动周期受结构柔性影响而增大的现象,这种现象在低轨以及大初始姿态角下影响更为明显。 相似文献
509.
A novel predictive algorithm for double difference observations of obstructed BeiDou geostationary earth orbit (GEO) satellites 总被引:1,自引:0,他引:1
Yuan Du Guanwen Huang Qin Zhang Rui Tu Junqiang Han Xingyuan Yan Xiaolei Wang 《Advances in Space Research (includes Cospar's Information Bulletin, Space Research Today)》2019,63(5):1554-1565
Transmission link disturbances and device failure cause global navigation satellite system (GNSS) receivers to miss observations, leading to poor accuracy in real-time kinematic (RTK) positioning. Previously described solutions for this problem are influenced by the length of the prediction period, or are unable to account for changes in receiver state because they use information from previous epochs to make predictions. We propose an algorithm for predicting double difference (DD) observations of obstructed BeiDou navigation system (BDS) GEO satellites. Our approach adopts the first-degree polynomial function for predicting missing observations. We introduce a Douglas-Peucker algorithm to judge the state of the rover receiver to reduce the impact of predictive biases. Static and kinematic experiments were carried out on BDS observations to evaluate the proposed algorithm. The results of our navigation experiment demonstrate that RTK positioning accuracy is improved from meter to decimeter level with fixed ambiguity (horizontal?<?2?cm, vertical?<?18?cm). Horizontal accuracy is improved by over 50%, and the vertical accuracies of the results of the static and kinematic experiments are increased by 47% and 27% respectively, compared with the results produced by the classical approach. Though as the baseline becomes longer, the accuracy is weakened, our predictive algorithm is an improvement over existing approaches to overcome the issue of missing data. 相似文献
510.
Beam flexure hinges can achieve accurate motion and force control through the elastic deformation. This paper presents a nonlinear model for uniform and circular cross-section spatial beam flexure hinges which are commonly employed in compliant parallel mechanisms. The proposed beam model takes shear deformations into consideration and hence is applicable to both slender and thick beam flexure hinges. Starting from the first principles, the nonlinear strain measure is derived using beam kinematics and expressed in terms of translational displacements and rotational angles. Second-order approximation is employed in order to make the nonlinear strain within acceptable accuracy. The natural boundary conditions and nonlinear governing equations are derived in terms of rotational Euler angles and subsequently solved for combined end loads. The resulting end load-displacement model, which is compact and closed-form, is proved to be accurate for both slender and thick beam flexure using nonlinear finite element analysis. This beam model can provide designers with more design insight of the spatial beam flexure and thus will benefit the structural design and optimization of compliant manipulators. 相似文献