非线性动态系统的渐近滑态控制概述

总结和推广了非线性动态系统渐近滑态（ＡＳＭ）控制方法的若干理论成果。在相当一般的假设条件下,我们指出了可以采用连续（乃至光滑）的控制方案,将系统的状态驱往给定的滑动流形上。此外,我们还引入了基于Ｈａｍｉｌｔｏｎ－Ｊａｃｏｂｉ方程的理论方法,统一了先前得到的关于闭环系统鲁棒性分析的结果。最后我们列举了一些应用例子和研究建议。     

新型PBL键外包钢-混凝土组合梁抗弯承载力简化计算

基于理论分析,建立了新型PBL键外包钢-混凝土组合梁抗弯承载力计算的基本假定和计算模型,推导出组合梁抗弯承载力的简化计算公式,并采用有限元分析软件ANSYS14.5对组合梁进行了非线性有限元分析.对比分析表明:新型PBL键外包钢混凝土组合梁抗弯承载力的试验值、简化计算值和模拟分析值吻合较好.     

基于双滑模变结构的旋转靶弹双通道控制

针对旋转靶弹低空飞行姿态难以快速调整以及参数摄动的问题,基于内外环的双滑模变结构方法,设计了旋转靶弹的双通道控制器。基于非线性模型,对靶弹快速变化的攻角和侧滑角以及慢速变化的高度和偏航距离分别设计了一种积分型滑模面,并采用指数趋近律减轻系统的抖振,利用Lyapunov稳定理论证明其稳定性。非线性仿真结果表明,该设计控制方法能快速准确响应控制指令,且在参数摄动时表现出较强的鲁棒性。     

一类非线性问题的数值分析

利用Ｌａｐｌａｃｅ方程的基本解,将变系数非齐次Ｈｅｌｍｈｏｌｔｚ偏微分方程的边值问题化为积分方程问题。再用边界无法进行离散,并对区域结点及边界结点的方程耦合求解。文末算例表明本文方法能够达到较高精度。     

混沌理论在雷达中的应用

混沌动力学作为一门新学科已经引起了世界各国科学界的重视,是近年来非线性科学领域的热门学科,混沌系统初值的敏感性和两个混沌系统间同步的实现,使得混沌用于保密通信成为可能,海杂波的混沌特性使人们开始探索混沌在雷达中的应用.研究表明,混沌在杂波分析与建模、信号检测、目标识别及伪随机码波形设计等领域内取得了可喜的成果.研究了混沌在雷达中的应用,分析了目前混沌在雷达中的应用现状,预测了未来研究发展的趋势.     

非线性支撑下悬臂输流管道的Hopf分叉特性

研究了外激励作用下非线性支撑悬臂输流管道系统的Hopf分叉特性,建立了外激励作用下非线性支撑悬臂输流管道系统的动力学方程,并采用Galerkin方法离散动力学方程,由增量谐波平衡(IHB)法推导了方程的近似解析解,由Floquet理论判定了解的稳定性,同时给出了系统的Hopf分叉点。利用数值算法和IHB法研究了支撑位置、支撑结构刚度和阻尼对系统Hopf分叉特性的影响规律。研究表明:系统的幅频特性在Hopf分叉前后发生了改变,响应频率由外激励频率变为系统的自激振动频率,且系统Hopf分叉后,幅值显著增大。该研究结果可为悬臂管道的振动控制提供理论基础。     

求解非线性规划的小生境遗传模拟退火算法

提出了用小生境遗传模拟退火算法求解带复杂约束的非线性规划问题。首先分析了遗传算法＂早熟＂收敛以及局部搜索能力弱的不足,由此引入小生境以增加种群多样性,并抑制＂早熟＂收敛现象,同时引入模拟退火算法以增强局部搜索能力,改进进化后期收敛速度慢的不足,最后结合典型非线性规划算例验证了混合算法的效率、精度和可靠性。     

Optimal maintenance policies for serial,multi‐machine systems with non‐instantaneous repairs

We study optimal age‐replacement policies for machines in series with non‐instantaneous repair times by formulating two nonlinear programs: one that minimizes total cost‐rate subject to a steady‐state throughput requirement and another that maximizes steady‐state throughput subject to a cost‐rate budget constraint. Under reasonable assumptions, the single‐machine cost‐optimal and throughput‐optimal solutions are unique and orderable, and the multi‐machine optimal solutions have appealing structure. Furthermore, we establish equivalence between the two formulations and provide an illustrative numerical example. © 2006 Wiley Periodicals, Inc. Naval Research Logistics, 2006     

两栖型指控车非线性横摇安全盆侵蚀研究

采用单自由度系统研究了两栖型指控车在规则波激励下的非线性横摇和倾覆,非线性横摇控制方程应用四阶龙格库塔法进行数值积分;以波浪扰动力矩的幅值和波浪的频率作为变量,研究了两栖型指控车的安全盆侵蚀问题。以波浪扰动力矩的幅值为变量的安全盆侵蚀研究结果表明:当波浪扰动力矩大于0.01时,安全盆开始出现侵蚀现象,当波浪扰动力矩大于1.84时,安全盆的安全域已经变成了几个离散的点,随着波浪扰动力矩继续增大,安全盆的安全域将继续严重侵蚀,直到消失为止。以波浪频率为变量的安全盆侵蚀研究结果表明:两栖型指控车的安全盆侵蚀对波浪的频率敏感,安全盆出现明显的侵蚀;随着频率的增大,安全盆侵蚀将不会发生,表明两栖型指控车对高频波浪是安全的。     

A novel formulation of material nonlinear analysis in structural mechanics

This article demonstrates a novel approach for material nonlinear analysis. This analysis procedure eliminates tedious and lengthy step by step incremental and then iterative procedure adopted classically and gives direct results in the linear as well as in nonlinear range of the material behavior. Use of elastic moduli is eliminated. Instead, stress and strain functions are used as the material input in the analysis procedure. These stress and strain functions are directly derived from the stress-strain behavior of the material by the method of curve fitting. This way, the whole stress-strain diagram is utilized in the analysis which naturally exposes the response of structure when loading is in nonlinear range of the material behavior. It is found that it is an excellent computational procedure adopted so far for material nonlinear analysis which gives very accurate results, easy to adopt and simple in calculations. The method eliminates all types of linearity assumptions in basic derivations of equations and hence, eliminates all types of possibility of errors in the analysis procedure as well. As it is required to know stress distribution in the structural body by proper modelling and structural idealization, the proposed analysis approach can be regarded as stress-based analysis procedure. Basic problems such as uniaxial problem, beam bending, and torsion problems are solved. It is found that approach is very suitable for solving the problems of fracture mechanics. Energy release rate for plate with center crack and double cantilever beam specimen is also evaluated. The approach solves the fracture problem with relative ease in strength of material style calculations. For all problems, results are compared with the classical displacement-based liner theory.