退化环面上的非线性jerk方程近似周期解的同伦分析方法

用同伦分析法求解退化环面上的非线性Jerk方程的近似周期和近似解析周期解。所得结果表明文中得到的一阶近似周期和一阶近似解析周期解与Gottlieb用低阶谐波平衡法求解得到的结果一样。当参数和初速度较大时,一阶近似周期与精确周期的百分比误差是4.831 8%,而二阶近似周期与精确周期的百分比误差小于0.219 9%。与数值方法给出的"精确"周期解比较,二阶近似解析周期解比一阶近似解析周期解要精确的多。因此,同伦分析法是求解非线性Jerk方程的一种非常有效的方法。     

非线性振动方程多重解求解方法

非线性振动方程多重解的求解过程中,迭代初值难以有效确定,不稳定周期解收敛域很小,利用通常的微分方程解法无法直接求解。针对这个问题,引入同伦算法,使得初始值的选取无任何限制;同时利用预测-校正算法对外激励参数变化下的解曲线进行追踪,得到系统的多重解。该方法不但可以计算稳定的周期解,而且不稳定的周期解也可以求出。采用Duffing振子运动方程对该方法进行了计算验证,通过与理论近似解以及龙格-库塔法计算结果的对比,验证了该方法的有效性。     

求解非线性互补问题的单纯同伦算法

在更弱的情况下,我们首先给出了非线性互补问题存在解的几个充分条件,然后给出一个求解的单纯同伦方法。     

基于同伦迭代算法的弱耦合梁的损伤识别

本文应用有限元方法将多跨连续梁结构简化为弱耦合的欧拉－伯努利梁模型,利用Newmark积分法直接积分法求出系统在外激励作用下的动态响应。在结构的损伤识别过程中以结构抗弯刚度的减少作为损伤识别参数进行损伤识别,通过最小二乘法来构造同伦方程。该方法的收敛不依赖于初始值的选择,并且可以对具有重频的多跨结构进行准确识别。讨论了模拟人工测量噪声对损伤识别结果的影响。数值模拟算例表明本方法能够快速有效地检测出弱耦合梁的局部损伤,并具有精度高,对测量噪声不敏感等特点。     

一类非线性问题的同伦解法

利用同伦映射理论,本文研究了一类非线性问题。在适当的条件下较简捷地得到了问题解的估计式,并对一些典型的问题,解的估计式达到了较高的精度。     

基于同伦分析方法的随机结构静力响应求解

该文提出了一种基于同伦分析方法的求解含随机参数结构的静力响应的新方法。该方法将随机静力平衡方程重新进行同伦构造,利用含随机变量和趋近函数的同伦级数展式来表示结构的随机静力位移响应,该同伦级数的各阶确定性系数和趋近函数可通过对一系列的变形方程求解得到。由于趋近函数的引入,该同伦级数解相较于传统的摄动法有更大的收敛范围,对于含较大变异性随机参数的结构也能获得不错的求解精度。同时,该文提出了一种降维策略来提高该方法的计算效率。数值算例表明,与目前广泛应用的广义正交多项式展开法（GPC）相比,从计算精度上看,该文方法的3阶展开与GPC 2阶展开相当,该文方法的6阶展开与GPC 4阶展开相当,而计算时间上前者均明显少于后者。此外,该文方法也可以方便地应用到随机结构的几何非线性分析当中,并具有较好的计算精度和计算效率。     

一类非线性jerk方程的改进两变量展开法

应用改进的两变量展开法求解非线性含有三次非线性项的三阶微分方程的近似频率和近似解析周期解。该方法结合了Lindstedt-Poincare方法与两变量展开法不仅可以适用于弱非线性振动问题的求解而且还可以适用于强非线性振动问题的求解。文中以一个不含速度线性项的非线性jerk方程作为例子分析并得到二阶近似周期和二阶近似解析周期解,与数值方法给出的“精确”周期解比较,二阶近似解析周期解比一阶近似解析周期解要精确得多。结果表明,改进的两变量展开法能够适用于求解非线性jerk方程。而且在jerk方程不含速度线性项时该方法仍然有效。     

基于同伦摄动法三次型非线性系统跌落冲击响应分析

目的 以典型的三次型非线性系统为研究对象,研究非线性系统跌落冲击响应的近似解析.方法 研究包含复杂非线性项的保守缓冲包装系统,以三次型非线性系统为例,通过使用同伦摄动法求解运动方程,求得跌落冲击响应的一阶近似解,并使用能量法修正一阶近似解.基于最大加速度响应表达式,获取非线性系统破损边界曲面,进行系统损伤评价.结果 修正后的一阶近似解的最大位移响应、最大加速度响应与龙格库塔法的数值更接近.随着产品脆值的增大,破损边界曲线逐渐上移,系统就越安全.结论 同伦摄动法的应用可为后续的非线性跌落冲击分析提供简便性.     

非线性奇异振子的解析逼近解

利用修正的牛顿-谐波平衡法建立了非线性奇异振子的解析逼近周期和周期解．通过改写控制方程和选取简单、合适的校正项对牛顿-谐波平衡法进行了修正.构造的两个解析逼近周期和周期解不仅在振幅和参数全部取值范围内有效且能快速地收敛到精确解；两个逼近周期与精确周期的百分比误差分别低于0.92%和0.09%，后者比已有结果精度高。     

Application of weighted homotopy analysis method to solve an inverse source problem for wave equation

In this paper, inverse source problem for the wave equation is considered in one dimension with overdetermination condition. To solve this problem, a version of homotopy analysis method, called weighted homotopy analysis method, is introduced and applied. To show accuracy and reliability of the mentioned method, three numerical examples are given.     

固体中二维纵波非线性方程的摄动解

针对二维纵波非线性方程的求解问题进行了研究.从二维纵波非线性方程出发,围绕声马赫数对该方程的解进行二阶摄动展开,求解出二维非线性纵波方程的二阶摄动解.根据计算结果定义二次谐波沿x轴的传播分量和沿y轴的传播分量与入射基波的振幅比为非线性系数,并对基波和二次谐波的传播特性进行详细讨论,探究了二维纵波在固体中传播时其入射波振...     

A homotopy analysis method for the nonlinear partial differential equations arising in engineering

In this article, we have established the homotopy analysis method (HAM) for solving a few partial differential equations arising in engineering. This technique provides the solutions in rapid convergence series with computable terms for the problems with high degree of nonlinear terms appearing in the governing differential equations. The convergence analysis of the proposed method is also discussed. Finally, we have given some illustrative examples to demonstrate the validity and applicability of the proposed method.     

Identification of diffusion parameters in a non-linear convection–diffusion equation using adaptive homotopy perturbation method

This paper is concerned with the numerical identification of diffusion parameters in a non-linear convection–diffusion equation, which arises as the saturation equation in the fractional flow formulation of the two-phase porous media flow equations. In order to overcome the defect of the local convergence of traditional methods, an adaptive homotopy perturbation method is applied to solve this parameter identification inverse problem. The adaptive homotopy perturbation method provides a simple way to adapt computational refinement to the choice of the homotopy parameter. Numerical simulations illustrate that the proposed algorithm is globally convergent and computationallyefficient.     

Exact solutions of the cubic-quintic nonlinear optical transmission equation with higher-order dispersion terms and self-steepening term

By using the subsidiary ordinary differential equation method, many explicit Jacobian elliptic periodic solutions of the cubic-quintic nonlinear optical transmission equation with higher-order dispersion nonlinear terms and self-steepening term are obtained. The results are discussed.     

A new stochastic residual error based homotopy approach for stability analysis of structures with large fluctuation of random parameters

The large fluctuation of uncertain parameters introduces a great challenge in the stability analysis of structures. To address this problem, a novel stochastic residual error based homotopy method is proposed in this article. This new method used the concept of homotopy to reconstruct a new governing equation for stochastic elastic buckling analysis, and the closed-form solutions of the isolated buckling eigenvalues and eigenvectors are obtained by the stochastic homotopy analysis method. On this basis, a pth order origin moment of the stochastic residual error with respect to the elastic buckling equation is defined. Then, the optimal form of the homotopy series can be determined automatically by minimizing the pth order origin moment, which overcomes the disadvantage of highly relying on sample values of the existing homotopy stochastic finite element method. Moreover, the proposed method is developed to deal with the stochastic closely spaced buckling eigenvalue problem. Three mathematical examples and three buckling eigenvalue examples, including a variable cross-section column, a 7-story frame, and a Kiewitt single-layer latticed spherical shell, are performed to illustrate the accuracy and effectiveness of the proposed method by comparing with the existing methods when dealing with large fluctuation of random parameters.     

双曲正切型非线性包装系统跌落冲击响应分析

目的分析得到双曲正切型无阻尼非线性包装系统跌落冲击的近似解析解,解决典型工况下双曲正切型非线性包装系统跌落冲击响应求解问题。方法采用PEM分析系统的跌落冲击响应,得到冲击响应的一阶近似解;通过包装动力学的能量法,得到无阻尼系统的精确最大位移值;对近似解进行修正。结果在足够的精度范围内,修正后的最大位移响应值、最大加速度响应值以及系统响应周期非常接近于龙格-库塔数值解。结论为双曲正切型非线性包装系统跌落冲击响应分析提供了一种新的近似分析方法。     

Exact flow of a third grade fluid past a porous plate using homotopy analysis method

The flow of a third grade fluid past a porous plate is considered. An exact analytical solution of the governing non-linear differential equation is constructed using homotopy analysis method. It is observed that the relevant perturbation solution corresponds to a special case of the presented solution.