DEFECT AND IMPROVEMENT OF TWO-TIME EXPANSION METHOD IN NONLINEAR OSCILLATIONS

In this paper,the defect of the Two-Time Expansion method is indicated and animprovement of this method is suggested.Certain examples,in which the present method isused,are given.Moreover,the paper shows the equivalence of the improved Two-TimeExpansion Method and the method of KBM‘(Krylov-Bogoliubov-Mitropolsk i).     

THE METHOD OF MIXED BOUNDARY CONDITION FOR A KION OF LINEAR AND NONLINEAR COMPOSITE STRUCTURE

This paper deals with the axisymmetrical deformation of shallow shells in largedeflection,which are in conjunction with linear elastic structures at the boundary.A methodof mixed boundary condition for this problem is introduced.then the problem of a compositestructure is transformed into a problem of a single structure and the integral equations aregiven.The perturbation method is used to obtain the solutions and an example of compositestructure consisting of a shallow spherical and a cylindrical shell is presented.     

A SIMPLIFIED CALCULATING METHOD OF NONLINEAR FREQUENCY OF CABLE NET UNDER MEAN WIND LOAD

The cable net supported glass curtain wallas the most advanced technique in dot point supported glass curtain wall, is widely used in China. Because of its large deflection and high nonlinearity under wind load, the dynamic performance of the cable net is greatly different from that of the conventional linear structures. The continuous membrane theory is used to construct the nonlinear vibration differential equation of the cable net, and the harmonic balance method is used to solve the analytic formula of the nonlinear frequency. In order to verify the accuracy of the above analytic formula, the results of the formula and the nonlinear FEM time-history method are compared and found to be in good agreement. Furthermore, the nonlinear vibration differential equation and the nonlinear frequency obtained in this paper are the basis for the wind-induced response analysis of a cable net under fluctuating wind load.     

FINITE ELEMENT DISPLACEMENT PERTURBATION METHOD FOR GEOMETRIC NONLINEAR BEHAVIORS OF SHELLS OF REVOLUTION OVERALL BENDING IN A MERIDIONAL PLANE AND APPLICATION TO BELLOWS (Ⅰ)

In order to analyze bellows effectively and practically, the finite-element-displacement-perturbation method (FEDPM) is proposed for the geometric nonlinear behaviors of shells of revolution subjected to pure bending moments or lateral forces in one of their meridional planes. The formulations are mainly based upon the idea of perturba-tion that the nodal displacement vector and the nodal force vector of each finite element are expanded by taking root-mean-square value of circumferential strains of the shells as a perturbation parameter. The load steps and the iteration times are not as arbitrary and unpredictable as in usual nonlinear analysis. Instead, there are certain relations between the load steps and the displacement increments, and no need of iteration for each load step. Besides, in the formulations, the shell is idealized into a series of conical frusta for the convenience of practice, Sander’s nonlinear geometric equations of moderate small rotation are used, and the shell made of more than one material ply is also considered.     

ON PROBLEMS OF U-SHAPED BELLOWS WITH NONLINEAR DEFORMATION OF LARGE AXISYMMETRICAL DEFLECTION(Ⅱ)——COUNTING VARIATION OF THICKNESS DISTRIBUTION

On the basis of paper[1],assuming the logarithm of thickness at arbitrary point on a U-shaped bellows meridian is linear with the logarithm of distance between that point and axis of symmetry,perturbation solutions of the corresponding problems of large axisymmetrical deflection are given.The effects of thickness distribution variation,which result from technology factors,on stiffness of bellows are discussed.     

NONLINEAR BUCKLING ANALYSIS OF HYPERBOLIC COOLING TOWER SHELL WITH RING-STIFFENERS

This paper is concerned with a numerical solution of hyperbolic cooling tower shell,a class of full nonlinear problems in solid mechanics of considerable interest in engineering applications.In this analysis,the post-buckling analysis of cooling tower shell with discrete fixed support and under the action of wind loads and dead load is studied.The influences of ring-stiffener on instability load are also discussed.In addition,a new solution procedure for nonlinear problems which is the combination of load increment iteration with modified R-C are-length method is suggested.Finally,some conclusions having important significance for practice engineering are given.     

ASYMPTOTIC ANALYSIS OF STRONGLY NONLINEAR OSCILLATORS

In this paper,an asymptotie method is presented for the analysis of a class of (?)nonlinear autonomous oscillators.The equations governing the amplitude and phase (?)are obtained.and the amplitude and stability of the corresponding limit cycles aredetermined.     

A CRITERION FOR THE STABILITY OF MOTION OF NONLINEAR SYSTEM

As to an autonomous nonlinear system, the stability of the equilibrium state in a sufficiently small neighborhood of the equilibrium state can be determined by eigenvalues of the linear part of the nonlinear system provided that the eigenvalues are not in a critical case. Many methods may be used to detect the stability for a linear system. A lot of researches for determining the stability of a nonlinear system are completed by mathematicians and mechanicians but most of them are methods for the special forms of nonlinear systems. Till now, none of these methods can be conveniently applied to all nonlinear systems. The method introduced by this paper gives the necessary and sufficient conditions of the stability of a nonlinear system. The familiar Krasovski's method is a special case of this method     

THE PROPAGATION OF SOLITARY WAVES IN A NONLINEAR ELASTIC ROD

In this paper, the inverse scattering method is used to analyse strain solitary waves in a nonlinear elastic rod[1]. Properties of solitary waves and their influence on solid structures are discussed in detail. Some quantitative results are given.     

ON VARIOUS VARIATIONAL PRINCIPLES IN NONLINEAR THEORY OF ELASTICITY

In the present paper functionals for the various possiblemain variational principles in the nonlinear theory of e-lasticity are derived from the“full energy principle” andseveral of them are not found yet in the literatures avail-able. Through the derivation of this paper we suggest aconjecture on the nonexistence of the eleventh and thesixth classes for the variational principles in Table 6.1of H. C. Hu’s monograph [1].     

Problems of U-shaped bellows with nonlinear deformation of large axisymmetrical deflection (I)-counting nonlinear deformations of ring shells and compressed angle of bellows

This paper follows the work of [1,2]. There are some progress in dealing with moderately small rotations (the squares of rotation angles are the order of magnitude of strains) of middle surface normals of inside and outside ring shells and compressed angle of bellows. Calculation results agree with experiments well. To bellow design, the method given in this paper is of practical value and the discussion of the influence of compressed angle on characteristic relation is helpful.     

高超声速自适应激波针数值研究

针对传统的与钝体轴线共线安装的固定式激波针方法在有攻角状态所存在的问题, 在前人工作基础上得到一种新型高超声速飞行器减阻/降热方法------自适应激波针方法. 将该方法应用于三维高超声速轴对称钝锥外形以及扁平楔外形, 并采用数值模拟的方法对其进行了概念验证. 在0○~120○攻角范围内, 对不同L/D参数的激波针外形流场以及前缘壁面的压力、热流分布等进行了对比分析. 结果表明, 这种新型自适应激波针方法无论在无攻角还是有攻角状态, 均可有效降低高超声速飞行器头部壁面的压力和热流, 可以有效解决传统激波针方法在较大攻角情况状态下失效的问题.      

斜梁在热状态下非线性振动分岔

利用Ｇａｌｅｒｋｉｎ原理及Ｍｅｌｎｉｋｏｖ函数法研究了斜梁在热状态下的非线性振动分岔,并讨论分析了温度、长高比、倾斜角对斜梁发生混沌运动区域的影响．     

斜梁在热状态下非线性振动分岔

利用Ｇａｌｅｒｋｉｎ原理及Ｍｅｌｎｉｋｏｖ函数法研究了斜梁在热状态下的非线性振动分岔,并讨论分析了温度、长高比、倾斜角对斜梁发生混沌运动区域的影响．     

TRANSVERSE NATURAL FREQUENCIES AND FLOW-INDUCED VIBRATIONS OF DOUBLE BELLOWS EXPANSION JOINTS

This paper considers the transverse vibrations of fluid-filled double-bellows expansion joints. The bellows are modelled as a Timoshenko beam, and the fluid added mass includes rotary inertia and bellows convolution distortion effects. The natural frequencies are given in terms of a Rayleigh quotient, and both lateral and rocking modes of the pipe connecting the bellows units are considered. The theoretical predictions for the first six modes are compared with experiments in still air and water and the agreement is found to be very good. The flow-induced vibrations of the double bellows are then studied with the bellows downstream of a straight section of pipe and a 90° elbow. Strouhal numbers are computed for each of the flow-excited mode resonances. The bellows natural frequencies are not affected by the flowing fluid but the presence of an immediate upstream elbow substantially reduces the flow velocity required to excite resonance.     

非线性Mohr－Coulomb体边坡的极限荷载

本文根据拟线性偏微分方程组的特征线理论，求得无重双曲、抛物Ｍｏｈｒ－Ｃｏｕｌｏｍｂ体边坡极限荷载的解析解．用两参数的双曲线和抛物线可以较好拟合由实验提供的破坏曲线．由其解发现屈服准则和坡角对极限荷载影响很大，理想塑性体的极限荷载也非最小．     

NONLINEAR LARGE DEFORMATION BENDING PROPERTIES OF THE TRACHEA1)

研究了人工气管和生物气管拉伸和弯曲的力学性能及仿真方法。根据气管拉伸实验数据,拟合建立了人工气管的线弹性和生物气管的非线性幂函数本构模型,其与实验的最大误差为18.8%。根据非线性弯曲理论,建立了气管大变形的弯曲变形方程,并得到了其解析解,计算的弯曲载荷与实验的最大误差为8.7%。基于显式有限元法提出了气管弯曲变形的有限元仿真方法,犬气管的弯曲角度的有限元计算结果与实验的误差为3%。     

三维编织复合材料渐进损伤的非线性数值分析

基于考虑纤维束相互挤压的八边形纤维束截面单胞模型，引入周期性位移边界条件，采用 细观非线性有限元方法，建立了三维四向编织复合材料的渐进损伤拉伸强度模型. 该模型考 虑了增强体纤维束纵向非线性剪切应力-应变关系，采用Hashin型损伤失效准则定义了纤维 束的典型损伤类型，并根据纤维束和纯基体相应损伤类型所造成的材料性能退化，模拟了不 同编织角试件各类损伤产生、扩展及材料最终破坏的整个过程. 模型数值结果与实验数据吻 合较好，证明了该模型的合理有效性. 探讨了组分材料剪切非线性、损伤对材料宏观非线性 本构行为的影响，结果表明：随着编织角增大，纤维束剪切非线性效应和累积损伤对材料非 线性力学行为的影响明显增强.     

常曲率弯道二维流动稳定性与非线性演化规律分析

国内外对弯曲河流的研究从线性特性转移到不稳定性与非线性特性上来, 弯曲河流作为一个不稳定的系统, 主要是受到水流和边界的不稳定性的影响.针对弯曲河流中存在的水流动力的不稳定性与非线性特征,利用弱非线性理论与摄动法进行展开, 在微弯条件下建立了时间模式下的常曲率 弯道二维水流扰动幅值与扰动幅角的非线性演化方程.研究了在不同弯曲度下的扰动发展特征,探讨了扰动流场在弯曲度影响下的时空分布的规律,分析了扰动流场中出现的扰动漩涡的运动过程, 阐述了弯曲度对弯曲边界内水流不稳定性的影响, 具体表现为在微弯的情况下, 弯道的弯曲度增大会提高河湾内水流的稳定性, 扰动振幅与扰动幅角会随弯曲度的增大其衰减速度更快, 并且扰动流速的对称性在弯曲度较大时减弱, 逐渐向弯道的凸岸偏斜, 在中性状态附近 的弯道水流动力具有对流不稳定性和非线性衰减的特征.本文的研究成果为构建水流动力非线性与床面形态几何非线性相互作用的模型提供了思路.      

液滴在大振幅振荡剪切流动中的非线性行为研究

利用YB模型预测了黏性液滴在黏性基质中的形状和取向的非线性变化，并对比前人 的理论和实验工作，讨论了YB模型大振幅剪切流场中的适用性. 还着重 讨论了非线性行为的评估，提出了``峰高比加和法'和``峰面积 比加和法'两种新的评估方法.