同心旋转圆柱间弱弹性流的非线性稳定性分析

基于同心旋转圆柱间Ｏｌｄｒｏｙｄ－Ｂ型流体的六维动力系统,探讨了小间隙大扰动条件下高分子添加剂对滑动轴承间油膜非线性稳定性的影响。结果表明,弱弹性流体的失稳结构与牛顿流体相似,随着转速的增加,流体以同宿轨道分岔失稳,与牛顿流体相比,少量的高分子添加剂具有推迟流体层流的稳的作用。     

同心旋转圆柱间强弹性流的非线性稳定性分析

基于Oldroyd-B型粘弹性流体模型，采用同心旋转圆柱间非线性动力系统分析了流体的弹性对轴对称Taylor涡稳定性的影响．分析结果表明，对于弱弹性流体，Taylor涡出现时，系统存在超临界分岔；而对于强弹性流体则出现亚临界分岔．在小间隙大扰动条件下，采用有限差分法分析了非线性效应对系统稳定性的影响．数值计算结果表明，随着流动速度的增加，润滑油膜的失稳结构与流体的弹性有关，对于弱弹性流，流体以同宿轨道分岔失稳；强弹性流则出现倍周期分岔，直至发生混沌，流场最终发展为湍流．     

粘弹性材料的变形动力学模型

粘弹性材料的变形动力学模型周建平（长沙国防科技大学，４１００７３）关键词粘弹性，本构关系，内变量，老化１引言许多工程材料，特别是聚合物材料的应力应变关系具有粘弹性特征，使得材料或结构在受力过程中发生蠕变或应力松弛现象．从微观上讲，这种粘弹性变形是由于...     

非线性粘弹性大挠度梁的动力学模型及其简化

本文建立了描述几何非线性均匀梁动力学行为的偏微分－－积分方程,梁的材料满足Ｌｅａｄｅｍａｎ非线性本构关系,对于两端简支的情形用Ｇａｌｅｒｋｉｎ方法进行了截断简化为常微分－－积分方程,然后引进附加变量的方法进一步简化为常微分方程组。     

圆柱绕流的非线性动力学全局性太分析

针对圆柱绕流个具体问题，利用Galerkin方法得到了与之相应的离散化的动力学系统，确定了该离散化系统的所有无穷远奇点及其稳定性，为进一步深入研究圆柱绕流动力学性太提供了基础。     

圆柱绕流的非线性动力学

本文利用非线性动力学的概念和方法来研究粘性不可压缩流体的二维圆柱绕流问题．计算了定常流失稳以及出现混沌的临界雷诺数，并估计了混沌解的一些统计特征．     

粘弹性地基上粘弹性输流管道的稳定性分析

从Winkler假设和单轴线性粘弹性本构方程出发,推导了Kelvin-Voigt粘弹性地基上三参量固体模型输流管道的运动微分方程,采用改进的有限差分法,分析了管道和地基的粘弹性参数对输流管道无量纲复频率和无量纲流速之间的变化关系的影响。     

圆柱绕流的非线性动力学全局性态分析

针对圆柱绕流这个具体问题，利用Ｇａｌｅｒｋｉｎ方法得到了与之相应的离散化动力学系统。确定了该离散化系统的所有无穷远奇点及其稳定性，为进一步深入研究圆柱绕流动力学性态提供了基础。     

非线性粘弹性板的失稳条件

研究了给定面内周期激励作用下简支各向同性均匀粘弹性板平衡失稀问题,板的材料特性由Leaderman非线性本构关系描述,将板的动力学方程进行（Galerkin截断得到简化数学模型为弱非线性系统,采用平均法得到系统的平均化方程,对平均化方程进行稳定性分析得到了板平衡失稳的解析条件,对原系统用数值仿真进行研究,数值结果表明,随着激励幅值的增加或粘弹性材料系数的减少,系统平衡点推失稳,激励幅值和粘弹性材料系数的临界值均与解析结果接近。     

三参量固体模型粘弹性输流管道的动力特性分析

推导了三参量固体模型粘弹性输流管道的振动微分方程,计算了在不同无量纲松弛系数和弹性常数比下管道的无量纲临界流速和无量纲自振复频率,并给出了前三阶复频率与流速的关系.计算结果表明,质量比、无量纲松弛系数及无量纲弹性常数比对输流管道的动力特性均有影响.     

One Equation Model for Turbulent Channel Flow with Second Order Viscoelastic Corrections

A modified second order viscoelastic constitutive equation is used to derive a k–l type turbulence closure to qualitatively assess the effects of elastic stresses on fully-developed channel flow. Specifically, the second order correction to the Newtonian constitutive equation gives rise to a new term in the momentum equation involving the time-averaged elastic shear stress and in the turbulent kinetic energy transport equation quantifying the interaction between the fluctuating elastic stress and rate of strain tensors, denoted by P _w , for which a closure is developed and tested. This closure is based on arguments of isotropic turbulence and equilibrium in boundary layer flows and a priori P _w could be either positive or negative. When P _w is positive, it acts to reduce the production of turbulent kinetic energy and the turbulence model predictions qualitatively agree with direct numerical simulation (DNS) results obtained for more realistic viscoelastic fluid models with memory which exhibit drag reduction. In contrast, P _w  < 0 leads to a drag increase and numerical breakdown of the model occurs at very low values of the Deborah number, which signifies the ratio of elastic to viscous stresses. Limitations of the turbulence model primarily stem from the inadequacy of the k–l formulation rather than from the closure for P _w . An alternative closure for P _w , mimicking the viscoelastic stress work predicted by DNS using the Finitely Extensible Nonlinear Elastic-Peterlin fluid model, which is mostly characterized by P _w  > 0 but has also a small region of negative P _w in the buffer layer, was also successfully tested. This second model for P _w leads to predictions of drag reduction, in spite of the enhancement of turbulence production very close to the wall, but the equilibrium conditions in the inertial sub-layer were not strictly maintained.