一种分析区间参数结构可靠性的减基快速计算方法

将减基法与蒙特卡洛模拟结合,提出了一种快速计算区间不确定结构可靠性的方法。该方法分为离线和在线计算两个阶段,离线阶段利用减基法建立减基空间,进而形成减缩模型;而在线阶段则将减缩模型融入蒙特卡洛方法,进而快速求解区间失效概率及相应的区间参数失效域。该方法在减基空间而非有限元空间中分析区间结构的可靠性,减少了求解时间,提高了计算效率,通过算例验证了该方法的可行性和有效性。     

一种动力响应混合快速分析方法及其在功能梯度材料板瞬态响应分析中的应用

提出了一种把减基法嵌套在Newmark法中快速求解动力问题的混合算法.这种算法把Newmark法作为动力问题的基本求解器.而在嵌套减基法时,把参数样本空间对应的解集做成一个训练空间,采用贪婪算法进行减基空间基向量的自适应选取,进而由减基空间得到减缩系统.通过求解减缩系统对应的Newmark增量式来达到快速求解动力问题的目的.最后采用了一个无限大的功能梯度材料板的瞬态响应分析来验证文中方法的高效性和精确性.     

基于减基法的层合板瞬态响应快速分析方法

用混合数值法分析复合材料层合板结构的瞬态响应时,在波数域中引入减基法、构造减基空间,把原大型特征值问题映射到减基空间进行降阶,在保证精度的前提下快速近似求解原大型特征值问题,从而快速得到结构的时域响应. 算例表明,引入减基法后的混合数值法能更有效地解决结构瞬态响应问题. 该方法可以推广用于快速解决大型结构动力优化设计和结构动力反问题等结构动力分析问题.      

一种基于Associated Hermite正交函数求解对流扩散方程的算法

提出了一种基于AH(Associated Hermite)正交基函数求解对流扩散方程的无条件稳定算法。该算法将方程的时间项通过Hermite多项式作为正交基函数进行展开,利用Galerkin方法消除时间变量项,从而导出有限维AH域隐式差分方程,突破了传统显式差分格式稳定性条件的限制,最后通过对AH域展开系数的求解得到该对流扩散方程的数值解。在数值算例中,将该算法与传统显示差分法和交替方向隐式差分法进行对比分析,数值计算结果表明,算法无条件稳定且其计算精度与时间步长无关,对于具有精细结构的对流换热问题,该算法具有明显的效率优势,且保持了较高的精度。     

三维弹性动力学的改进的无单元Galerkin方法

基于改进的移动最小二乘法建立三维弹性动力学问题的形函数,结合三维弹性动力学的Galerkin积分弱形式,采用罚函数法施加位移边界条件,并引入隐式时间积分,建立了三维弹性动力学的改进的无单元Galerkin方法。该方法由于引入了改进的移动最小二乘法,避免了病态或奇异方程,在保证计算精度的同时提高了传统的无单元Galerkin方法的计算效率。最后通过数值算例对收敛性进行了分析,并证明了该方法比传统的无单元Galerkin方法计算效率提高了15%。     

极限下限分析的正交基无单元Galerkin法

基于极限分析的下限定理，建立了用正交基无单元Galerkin法进行理想弹塑性结构极 限分析的整套求解算法．下限分析所需的虚拟弹性应力场可由正交基无单元Galerkin法直接 得到，所需的自平衡应力场由一组带有待定系数的自平衡应力场基矢量的线性组合进行模 拟．这些自平衡应力场基矢量可由弹塑性增量分析中的平衡迭代得到．通过对自平衡应力场 子空间的不断修正，整个问题的求解将化为一系列非线性数学规划子问题，并通过复合形法 进行求解．算例表明该方法有效地克服了维数障碍问题，使计算效率得到了充分的提高，是 切实可行的．     

三维Schr?dinger方程的改进无单元Galerkin方法

建立了三维Schr?dinger方程的改进的无单元Galerkin(简称IEFG)方法。采用改进的移动最小二乘法(简称IMLS)建立三维Schr?dinger方程的试函数,代入该问题基于罚函数法施加本质边界条件的Galerkin积分弱形式,推导IEFG方法的计算公式,然后采用差分法求解IEFG方法得到的方程,得到了最终的离散方程。利用算例讨论了权函数、影响域比例参数和罚函数对精度的影响,以及解的收敛性、误差和计算效率,说明了本文IEFG方法的正确性,以及具有比无单元Galerkin(简称EFG)方法更高计算效率的优点。     

具有分数导数本构关系的非线性粘弹性Timoshenko梁动力学行为分析

本文利用分数导数型本构关系建立了在有限变形情况下Timoshenko梁的控制方程并利用Galerkin方法进行简化。然后利用一种存储部分历史数据的分数积分的计算方法对梁的控制方程进行求解。考察了载荷参数和分数导数参数对梁振动的影响,并采用非线性动力学中的各种数值方法,如时程曲线、功率谱、相图、Poincare截面等,揭示了非线性粘弹性Timoshenko梁丰富的动力学行为。     

简谐载荷下嵌入式单壁碳纳米管动态响应的Magnus方法

基于两端固支的弹性梁模型,研究嵌入式单壁碳纳米管在横向简谐载荷作用下的非线性振动问题。利用Galerkin方法对运动微分方程进行近似处理,将原方程从非线性动力学系统转化到二阶动力学系统,对于二阶动力学方程采用Magnus级数方法进行求解。通过数值实验,分析了嵌入式单壁碳纳米管非线性振动幅频特性,根据非线性动力学理论分析了碳纳米管动态响应,结果表明倍周期分岔产生混沌。     

迭代图胞映射方法的快速生成实现

在迭代图胞映射方法的框架下,基于摄动微分多项式的思想讨论了常微分方程的快速求解,将所得结果与迭代图胞映射方法有机结合,有效地解决了迭代图胞映射动力系统的快速生成问题,克服了微分方程动力系统生成迭代图胞映射系统过程中耗时较多、效率低下的不足,大大提高了计算效率。通过对典型非线性系统——杜芬方程的应用分析,证实了该方法的有...     

Melnikov's method for chaos of a two-dimensional thin panel in subsonic flow with external excitation

In this brief communication, Melnikov's method is adopted to study the chaotic behaviors of a two-dimensional thin panel subjected to subsonic flow and external excitation. The nonlinear governing equations of the subsonic panel system are reduced to a series of ordinary differential equations by using Galerkin method. The critical parameters for chaos are obtained. It is found that the critical parameters obtained by the theoretical analysis are in agreement with the numerical simulations. The method suggested in this paper can also be extended for other fluid-structure dynamic systems, such as the fluid-conveying system.     

Asymptotic behaviors of solutions for dissipative quantum Zakharov equations

The dissipative quantum Zakharov equations are mainly studied. The existence and uniqueness of the solutions for the dissipative quantum Zakharov equations are proved by the standard Galerkin approximation method on the basis of a priori estimate. Meanwhile, the asymptotic behavior of solutions and the global attractor which is constructed in the energy space equipped with the weak topology are also investigated.     

中厚矩形板的非线性动力屈曲分叉

建立考虑横向剪切与转动惯量影响的矩形板的动力控制方程，应用Ｇａｌｅｒｋｉｎ方法将其化为Ｍａｔｈｉｅｕ方程，然后根据Ｌｙａｐｕｎｏｖ－Ｓｃｈｍｉｄｔ方法得到了系统在参数激励下的１／２亚谐分叉特性，并给出了四边简支与四边固支弹性薄板的非线性动力屈曲分叉条件。     

Nonlinear dynamical behavior of shallow cylindrical reticulated shells

By using the method of quasi-shells,the nonlinear dynamic equations of three-dimensional single-layer shallow cylindrical reticulated shells with equilateral tri- angle cell are founded.By using the method of the separating variable function,the transverse displacement of the shallow cylindrical reticulated shells is given under the conditions of two edges simple support.The tensile force is solved out from the compati- ble equations,a nonlinear dynamic differential equation containing second and third order is derived by using the method of Galerkin.The stability near the equilibrium point is discussed by solving the Floquet exponent and the critical condition is obtained by using Melnikov function.The existence of the chaotic motion of the single-layer shallow cylin- drical reticulated shell is approved by using the digital simulation method and Poincarémapping.     

Non‐intrusive reduced‐order modelling of the Navier–Stokes equations based on RBF interpolation

We present a new non‐intrusive model reduction method for the Navier–Stokes equations. The method replaces the traditional approach of projecting the equations onto the reduced space with a radial basis function (RBF) multi‐dimensional interpolation. The main point of this method is to construct a number of multi‐dimensional interpolation functions using the RBF scatter multi‐dimensional interpolation method. The interpolation functions are used to calculate POD coefficients at each time step from POD coefficients at earlier time steps. The advantage of this method is that it does not require modifications to the source code (which would otherwise be very cumbersome), as it is independent of the governing equations of the system. Another advantage of this method is that it avoids the stability problem of POD/Galerkin. The novelty of this work lies in the application of RBF interpolation and POD to construct the reduced‐order model for the Navier–Stokes equations. Another novelty is the verification and validation of numerical examples (a lock exchange problem and a flow past a cylinder problem) using unstructured adaptive finite element ocean model. The results obtained show that CPU times are reduced by several orders of magnitude whilst the accuracy is maintained in comparison with the corresponding high‐fidelity models. Copyright © 2015 John Wiley & Sons, Ltd.     

The Generalized Nonlinear Galerkin Method Applied to Hydrodynamics of the Open Sea

In this paper we present new numerical algorithms based on a generalized nonlinear Galerkin method in order to solve coastal and oceanic circulation problems. The equations system is based on the primitive equations of the ocean under Boussinesq and hydrostatic approximations. These equations are transformed using, at the same time, the classical σ transformation and an original homogenization of the boundary conditions. We use a well adapted special basis to apply the usual Galerkin method and the nonlinear Galerkin method. This basis is built on a modelization of the energetic transfers through the different scales of flow. Two approaches are proposed to solve the continuity equation: the (nonlinear) Galerkin method and the method of the characteristics. We present the advantages and drawbacks of both methods.     

Control of Navier–Stokes equations by means of mode reduction

In a previous work (Park HM, Lee MW. An efficient method of solving the Navier–Stokes equation for the flow control. International Journal of Numerical Methods in Engineering 1998; 41 : 1131–1151), the authors proposed an efficient method of solving the Navier–Stokes equations by reducing their number of modes. Employing the empirical eigenfunctions of the Karhunen–Loève decomposition as basis functions of a Galerkin procedure, one can a priori limit the function space considered to the smallest linear sub‐space that is sufficient to describe the observed phenomena, and consequently, reduce the Navier–Stokes equations defined on a complicated geometry to a set of ordinary differential equations with a minimum degree of freedom. In the present work, we apply this technique, termed the Karhunen–Loève Galerkin procedure, to a pointwise control problem of Navier–Stokes equations. The Karhunen–Loève Galerkin procedure is found to be much more efficient than the traditional method, such as finite difference method in obtaining optimal control profiles when the minimization of the objective function has been done by using a conjugate gradient method.     

饱和土一维动力响应分析的弱式微分求积元法

基于伽辽金加权残值法，本文首先建立一维饱和土动力学控制微分方程的弱形式，而后分别采用微分求积法和有限元法将其空间坐标离散，得到以土体骨架位移、流体-土骨架相对位移和孔隙流体压力为自由度的单元离散方程，从而采用Crank-Nicolson 法求解．数值算例一方面通过与解析解的对比，验证了离散方程和数值程序的正确性．另一方面，通过地表位移和基底孔隙压力的收敛性分析，检验了求积元和有限元法的收敛效率．数值结果表明：所建立的弱式微分求积法在饱和土动力分析中不仅具有显著优于常规有限元法的收敛效率，而且还具有可变阶的收敛性能，为今后高效率分析提供了一种可能．     

Existence and uniqueness of solutions to the dynamic equations for koiter shells

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Stability of parametric vibrations of hybrid composite plates

In this paper, the dynamic stability of laminated hybrid composite plates subjected to periodic uniaxial stress and bending stress is studied. The governing equations of motion of Mathieu-type are established by using the Galerkin method with reduced eigenfunctions transforms. Based on Bolotin's method the regions of dynamic instability of laminated hybrid composite plates are determined by solving the eigenvalue problems. The effects of layer thickness ratio, layer number, core material and load parameter on the dynamic instability of laminated hybrid composite plates are investigated and discussed.