共查询到19条相似文献,搜索用时 156 毫秒
1.
非线性动力系统全局分析的变胞胞映射法与转子/轴承系统的全局稳定性 总被引:8,自引:2,他引:8
在Poincare映射及胞映理论的基础上,提出了一种非线性动力系统全局分析的新方法--变胞胞映射法,这种新方法改变了原胞映射法中胞在胞空间分布的不合理性及运算逻辑的不合理性,更适用于高维、大求解域非线性动力系统的求解。应用此方法,对具有非线性油膜力的Jeffcot转子轴承系统进行了全局分析,绘制了系统分岔后的全局吸引域图,解释了一些工程中常见的非线性现象。 相似文献
2.
非线性粘弹性板条高速运动时的混沌现象 总被引:2,自引:0,他引:2
本文考虑材料的粘性和非线性弹性性质,研究了高速运动时板条的混沌运动,建立了相应的非线性动力方程,利用Melnikov函数法给出发生混沌的临界条件,结合Poincare映射,相平面轨迹及时程曲线判定系统是否处于混沌状态,并对通向混沌的道路进行了讨论。 相似文献
3.
变质量非完整系统相对运动动力学方程的积分理论 总被引:1,自引:0,他引:1
本文研究变质量非线性非完整系统相对于非惯性系动力学的积分理论,给出其Routh降阶法,Whittaker降阶法,Poincare-Cartan型积分变量关系和积分不变量。 相似文献
4.
一种确定非线性裂纹转子解的形式的新方法 总被引:3,自引:0,他引:3
将小波变换与Poincare映射相结合,即用Poincare映射确定周期解,用谐波小波变换区分拟周期响应和混沌运动,提出了一种分析非线性裂纹转子系统解的形式随参数变化的新方法.结果表明这种方法是非常有效的,它比以前所用的计算Liapunov指数的方法节约了计算时间,并且较易实施. 相似文献
5.
非线性粘弹性梁在随动载荷作用下的混沌运动 总被引:2,自引:0,他引:2
计及材料的非线性弹性和粘性性质,研究了悬臂梁在自由端受随动载荷作用时的混沌运动,导出了相应的非线性动力方程,利用Melnikov函数法,结合Poincare映射、相平面轨迹和时程曲线判定系统是否处于混沌状态,并对系统通向混沌的道路进行了讨论. 相似文献
6.
碰摩转子系统的非光滑分析 总被引:25,自引:1,他引:24
通过建立转子系统碰摩的Poincare映射,将对非光滑碰摩系统的研究转化为对Poincare映射的分析,文中主要对转子碰摩当中一类特殊的运动形式-单点碰摩下的擦边现象者了详细研究。从序列的极限理论出发分析了该映射的周期不动点的稳定性及其吸引域,得到了转子系统在接近擦边运动时解随系统参数变化的分岔情形。 相似文献
7.
准Lagrange陀螺的混沌运动 总被引:2,自引:0,他引:2
本文讨论质量接近轴对称分布的准Lagrange陀螺的写点运动,应用Melnlkov方法判断Smale马蹿映射,并应用Poincare截面的数值计算证实混沌运动存在。 相似文献
8.
强非线性动力系统周期解分析 总被引:5,自引:0,他引:5
给出一类强非线性动力系统周期解存在性,唯一性和稳定性的简易差别法以及周期解的摄动法。本差别法把问题归结为干扰力在相应的未扰系统振动周期上的功函数及其导数的讨论,其限制条件比现有结果弱。本摄动法可以认为是经典Lindstedt-Poincare(L-P)法在强非线性振动系统的推广。它与L-P法的主要区别在于假设系统的振动频率为相角的非线性函数。 相似文献
9.
本文提出卫种求解非线性动力系统全局分析的新的数值方法--有限元映射法。本方法的出发点是:在相空间给定区域内的全局分析实际上可以在确定该区域内所有点的一步映像点后,很地确定。若将相空间中给定区域在一步映作用下的过程与有限弹性体在力作用下产生位移的叮比拟,就很自然地将有限元法引入非线性系统的全局分析来进行近似分析。“插值胞映射法”实验上采用了相似的设想方法,但是本文明确提出有限元映射法的优点在于;第一 相似文献
10.
本文讨论了无力矩条件下带有质量偏心轴对称转子的非对称陀螺体的运动。利用动量变量列写动力学方程,并将系统化作受周期微扰作用下的Euler-Poinsot运动。应用Melnikov方法预测系统存在Smald马蹄意义下的混沌运动,此结论与Poincare截面的数值计算相符。从Poincare截面的相图也可明显看出转子对于双自旋卫星的姿态稳定作用。 相似文献
11.
目前对于非线性轴承转子系统,仍普遍采用其线性化系统的对数衰减率作为系统的稳定性判据,这造成了理论和实验结果相差较大。本文对[1]中提出的PCM法作了改进,通过对无限长滑动轴承支承对称刚性单盘转子系统的非线性稳定性规律进行的分析,揭示了上述现象的非线性本质,为建立更适用于非线性轴承转子系统的稳定性准则提供参考。 相似文献
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建立了考虑瞬态油膜压力影响的热稳定性分析模型 ,用求解系统周期解分岔的 PNF法对推力轴承系统的热稳定性进行了研究 ,结合 Poincare映射与胞映射法思想 ,提出了用于分析系统周期稳态解全局特性的数值计算 PCM方法 ,并对推力轴承热系统周期稳态解的全局特性进行了考察 相似文献
15.
In this paper the post-critical behavior of beam columns with variable mass and stiffness properties subjected to follower
forces arbitrarily distributed along their length in the presence of damping (both internal and external) is investigated
using a complete nonlinear dynamic analysis. Although the static nonlinear analysis is more economical in computational cost,
it is associated only with the loss of local stability via flutter or divergence. Thus, the nonlinear dynamic analysis is
adopted in order to examine the global stability of the system. The governing equations of hyperbolic type are derived in
terms of the displacements by considering (a) nonlinear response including the axial deformation, (b) nonlinear response excluding
the axial deformation and (c) linear response. Moreover, as the cross-sectional properties of the beam vary along its axis,
the resulting coupled nonlinear differential equations have variable coefficients. Their solution is achieved using the analog
equation method (AEM) of Katsikadelis. Besides its accuracy and effectiveness, this method overcomes the shortcoming of a
possible FEM solution which may experience a lack of convergence. The problems treated in this investigation include beam
columns with various load distributions, such as constant, linear and parabolic. Some of the conclusions detected in studying
the nonlinear dynamic stability of Beck’s column with variable cross section (Katsikadelis and Tsiatas, Nonlinear dynamic
stability of damped Beck’s column with variable cross section. Int. J. Non-linear Mech. 42, 164–171, 2007), are also valid for the case of distributed loads. The important, however, finding is that the post-critical response under
distributed loads depends on the law of distribution of mass and stiffness properties, which may lead also to explosive flutter
(unbounded amplitude), in contrast to Beck’s column (end-tip load) where the motion is always bounded. 相似文献
16.
A method for the analysis of dynamic response of structure containing non-smooth contactable interfaces 总被引:1,自引:0,他引:1
A novel single-step method is proposed for the analysis of dynamic response of visco-elastic structures containing non-smooth
contactable interfaces. In the method, a two-level algorithm is employed for dealing with a nonlinear boundary condition caused
by the dynamic contact of interfaces. At the first level, and explicit method is adopted to calculate nodal displacements
of global viscoelastic system without considering the effect of dynamic contact of interfaces and at the second level, by
introducing contact conditions of interfaces, a group of equations of lower order is derived to calculate dynamic contact
normal and shear forces on the interfaces. The method is convenient and efficient for the analysis of problems of dynamic
contact. The accuracy of the method is of the second order and the numerical stability condition is wider than that of other
explicit methods.
The project supported by the National Natural Science Foundation of China (59578032) and the Key Project of the Ninth Five-Year
Plan (96221030202) 相似文献
17.
This paper presents a new method for global analysis of nonlinear system. By means of transforming the nonlinear dynamic problems into point mapping forms which are single-valued and continuous, the state space can be regularly divided into a certain number of finitely small triangle elements on which the non-linear mapping can be approximately substituted by the linear mapping given by definition. Hence, the large range distributed problem of the mapping fixed points will be simplified as a process for solving a set of linear equations. Still further, the exact position of the fixed points can be found by the iterative technique. It is convenient to judge the stability of fixed points and the shrinkage zone in the state space by using the deformation matrix of linear mapping. In this paper, the attractive kernel for the stationary fixed points is defined, which makes great advantage for describing the attractive domains of the fixed points. The new method is more convenient and effective than the cell 相似文献
18.
This paper presents a new method for global analysis of nonlinear system. By means of transforming the nonlinear dynamic problems
into point mapping forms which are single-valued and continuous, the state space can be regularly divided into a certain number
of finitely small triangle elements on which the non-linear mapping can be approximately substituted by the linear mapping
given by definition. Hence, the large range distributed problem of the mapping fixed points will be simplified as a process
for solving a set of linear equations. Still further, the exact position of the fixed points can be found by the iterative
technique. It is convenient to judge the stability of fixed points and the shrinkage zone in the state space by using the
deformation matrix of linear mapping. In this paper, the attractive kernel for the stationary fixed points is defined, which
makes great advantage for describing the attractive domains of the fixed points. The new method is more convenient and effective
than the cell mapping methodl[1]. And an example for two-dimensional mapping is given. 相似文献
19.
涡轮泵转子-迷宫密封系统的非线性稳定性和分岔 总被引:2,自引:0,他引:2
研究迷宫密封对某一工程涡轮泵转子系统动力特性的影响,迷宫密封力采用Muszynska非线性力模型,应用有限元法建立转子系统的动力学方程,采取系统动力学方程中包含的高阶线性自由度和低阶的非线性自由度进行分块处理的方法,有效地缩短了求解时间。根据Floquet理论,判别系统的临界失稳转速,并由Floquet乘子来确定系统失稳后分岔方式。采用分块-Newmark法数值模拟了转子二涡轮盘的轴心轨迹。最后分析了涡轮泵转子二涡轮盘的质量偏心同相位和存在90度相位差时对转子系统运动特性的影响。 相似文献