自适应多重网格有限元网格生成器研制

基于协调三角形剖分算法、分子表数据结构和Ｚｉｅｎｋｉｅｗｉｃｚ－Ｚｈｕ误估计方法，本文研制出适用于自适应多重网格有限元的网格生成器，该网格生成器可对复杂的区域进行自适应加密。当荷载作用边界随时间变及在动力荷载作用下，网格生成器可退化与再加密网格。     

一种新的并行自适应网格有限元算法

给出了一种新的适用于流体力学问题的并行自适应有限元算法。首先，基于初始稀网格上获得的事后误差估算值，应用反复谱对剖分方法对初网格进行划分，使各子域上总体误差近似相等，从而解决并行自适应计算中的负载平衡问题。然后在各处理器上独立地求解整体问题，并进行指定子域上的网格自适应处理。最后将各子域上的自适应网格组合成一个整体网格，应用基于粘接元技术的区域分裂法在该网格上获得最终解。文末给出了数值实验结果。     

基于叉树法的自适应有限元局部网格加密研究

本文以叉树法网格生成技术为基础，提出了效率高，易实现的局部网格加密步骤，同时设计了相互匹配的网格数据结构和树数据结构以及局部网格修正算法用以支持本文所提出的局部网格加密步骤，最后，给出了局部网格加密例子，用以证明本文所提出的方法可以很容易地生成任意密度分布的网格，对于实施自适应ｈ－方案是十分有利的。     

基于有限元-时域分段自适应算法的围岩衬砌耦合渐进分析

以开挖时间、一衬时间、二衬时间划分时间区段,考虑围岩与衬砌为弹性/粘弹性介质,将围岩的“位移/应力释放不完全”、开挖等影响模拟为载荷的渐进释放,提出一个有限元-时域分段自适应算法,求解围岩衬砌耦合问题,并通过数值算例对算法进行了验证.所提方法给出了各时间区段的关联条件;可更准确描述各变量随时间的变化;同时将原时空耦合问题转化为一系列空间问题,并利用有限元方法递推求解;当步长变化时可通过自适应计算保证稳定的计算精度.此外,还建立了一个载荷渐进参数的反问题数值求解模型,并给出了相关算例.     

有限元网格快速消稳的画家算法

消隐功能对于有限元分析模型的显示是相当重要的。本文针对有限元离散网格的特点,研究并实现了有限元网格隐藏面快速消隐的画家算法,这一算法先将所有单元面分成前向面和后向面集合,通过对各面顶点集合排序,可以极迅速地找到整个模型的边界前后面,对边界前向面采用一种新的动态排序画家算法实现了迅速高效的自动消隐。     

三维有限元六面体网格几何自适应再生成方法

基于几何自适应的六面体网再生成方法,提出了一种以栅格法为基本方法,对有限元网格再划分过程中的网格再划分标准、几何形状的获取以及新旧网格之间物理量的传递等关键问题进行了研究.重点介绍了基于几何自适应的六面体网格再生成算法,首先对旧网格实体模型进行识别,根据实体模型几何特征建立加密源点信息场;然后采用栅格法生成核心网格并对...     

结合自适应网格的基于特征线方程的分离算法

提出一种新的网格自适应方法:在需要加密的网格单元中心加入新结点,并对加密后的相邻三角形网格单元进行公共边变换, 构成新的网格单元. 与传统的在网格边界中点加入新节点的自适应方法相比,新方法可以更加灵活地控制网格密度,加密后的网格继承原先的网格质量不发生畸变,并且算法编程简便,容易实现. 将自适应网格生成方法和基于特征线方程的分离算法相结合,对空腔内不可压缩黏性流动进行了计算. 在特征线方向上进行时间步离散,动量方程求解过程中采用非增量型分离算法. 计算中,把求解变量梯度值作为判定准则,在变化剧烈的区域进行网格局部加密. 计算结果表明该组合算法有很好的计算精度,并有效减少了计算时间和存储量.      

河道砂油藏的自适应非均匀网格粗化算法

以河道砂的观测深度为确定性数据，由贝叶斯理论通过随机楚模的方法楚立横截面为抛物线形状的河道砂油藏边界面，并将渗透率自适应网格技术应用于河道砂油藏的网格粗化算法中。在渗透率或孔隙度交化异常区域自动采用精细网格，用直接解法求解渗透率或孔隙度交化异常区域的压强分布，而在其他区域采用不均匀网格粗化方法计算，印在流体流速大的区域采用精细网格。用本文方法计算了河道砂油藏的压强分布，结果表明河道砂油藏的三维不均匀自适应网格粗化算法的解在渗透率或孔隙度异常区的压强分布规律更逼近采用精细网格的解，在其他区域压强分布规律非常逼近粗化算法的解，但计算的速度比采用精细网格提高了100多倍。     

时域自适应算法求解弹性地基薄板的动力问题

为更精确地求解弹性地基薄板的动力响应,发展了一种分段时域自适应算法,通过变量在离散时段内的展开,将时空耦合的初边值问题转化为一系列递推的基于有限元(FEM)的空间问题求解,通过自适应计算保持稳定的计算精度。数值算例表明:本文解与解析解相比最大相对误差不超过3.59%;当步长较大时四阶Runge-Kutta法和Newmark法均失效,本文所提算法仍可得到满意的计算结果。     

FUZZY ARITHMETIC AND SOLVING OF THE STATIC GOVERNING EQUATIONS OF FUZZY FINITE ELEMENT METHOD

The key component of finite element analysis of structures with fuzzy parameters, which is associated with handling of some fuzzy information and arithmetic relation of fuzzy variables , was the solving of the governing equations of fuzzy finite element method. Based on a given interval representation of fuzzy numbers, some arithmetic rules of fuzzy numbers and fuzzy variables were developed in terms of the properties of interval arithmetic. According to the rules and by the theory of interval finite element method, procedures for solving the static governing equations of fuzzy finite element method of structures were presented. By the proposed procedure, the possibility distributions of responses of fuzzy structures can be generated in terms of the membership functions of the input fuzzy numbers. It is shown by a numerical example that the computational burden of the presented procedures is low and easy to implement. The effectiveness and usefulness of the presented procedures are also illustrated.     

A method of solving the fuzzy finite element equations in monosource fuzzy numbers

ＩｎｔｒｏｄｕｃｔｉｏｎＴｈｅｒｅｈａｖｅｂｅｅｎｍａｎｙｒｅｓｅａｒｃｈｐａｐｅｒｓａｂｏｕｔｔｈｅｆｕｚｚｙｓｔｏｃｈａｓｔｉｃｓｔｒｕｃｔｕｒｅ[1～ 3],ａｎｄｆｕｚｚｉｎｅｓｓａｎｄｒａｎｄｏｍｎｅｓｓａｒｅｔｗｏｉｍｐｏｒｔａｎｔｆａｃｔｏｒｓｉｎｅｎｇｉｎｅｅｒｉｎｇ .Ｂａｓｅｄｏｎｔｈｅｏｐｅｒａｔｉｏｎｒｕｌｅｓｏｆｆｕｚｚｙｎｕｍｂｅｒｓａｎｄｉｎｔｅｒｖａｌｎｕｍｂｅｒｓ,ｔｈｅｆｕｎｃｔｉｏｎｕｎｄｅｒｆｕｚｚｙａｎｄｒａｎｄｏｍｆａｃｔｏｒｓｃａｎｂｅｔｒａｎｓｐｏｓｅｄｉ…     

一种适用于板料成形过程分析的自适应有限元方法

本文主要讨论在板料成形过程的动态显式有限元分析中,有限元网格的丙分割技术。单元为四节点壳单元,板料的材料特性假定满足Ｈｉｌｌ各向异性的弹塑性准则,采用自适应ｈ－方案,通过细化和聚合单元调整网格的疏密,模具被假定为由刚性小平面组成,与同一单元的节点发生接触处的模具表面的法线之间的夹角作为单元再分的判据。通过对方表盒冲压成形过程的计算,说明该方法是有效的。     

The three-dimensional prolonged adaptive unstructured finite element multigrid method for the Navier–Stokes equations

This paper presents the development of the three- dimensional prolonged adaptive finite element equation solver for the Navier–Stokes equations. The finite element used is the tetrahedron with quadratic approximation of the velocities and linear approximation of the pressure. The equation system is formulated in the basic variables. The grid is adapted to the solution by the element Reynolds number. An element in the grid is refined when the Reynolds number of the element exceeds a preset limit. The global Reynolds number in the investigation is increased by scaling the solution for a lower Reynolds number. The grid is refined according to the scaled solution and the prolonged solution for the lower Reynolds number constitutes the start vector for the higher Reynolds number. Since the Reynolds number is the ratio of convection to diffusion, the grid refinements act as linearization and symmetrization of the equation system. The linear equation system of the Newton formulation is solved by CGSTAB with coupled node fill-in preconditioner. The test problem considered is the three-dimensional driven cavity flow. © 1997 John Wiley & Sons, Ltd.     

Discontinuity-capturing finite element computation of unsteady flow with adaptive unstructured mesh

A discontinuity-capturing scheme of finite element method (FEM) is proposed. The unstructured-grid technique combined with a new type of adaptive mesh approach is developed for both compressible and incompressible unsteady flows, which exhibits the capability of capturing the shock waves and/or thin shear layers accurately in an unsteady viscous flow at high Reynolds number. In particular, a new testing variable, i.e., the disturbed kinetic energyE, is suggested and used in the adaptive mesh computation, which is universally applicable to the capturing of both shock waves and shear layers in the inviscid flow and viscous flow at high Reynolds number. Based on several calculated examples, this approach has been proved to be effective and efficient for the calculations of compressible and incompressible flows. The project supported by the National Natural Science Foundation of China (10125210), the Hundred-Talent Programme of the Chinese Academy of Sciences and the Innovation Project of the Chinese Academy of Sciences (KJCX-SW-L04, KJCX2-SW-L2)     

理性有限元

提出了与常现有限元迥然不同的理性有限元列式。其方法论的差别在于理性有限元充分考虑了力学的微分方程，用方程的解来逼近单元内部场．即以力学的需求为主导，再用相应的数学方法推导。并用理住平面四边形元RQ4为典型予以表述。数值结果表明理性有限元的优越性质。     

AN h-TYPE ADAPTIVE FINITE ELEMENT

ＡＮｈ－ＴＹＰＥＡＤＡＰＴＩＶＥＦＩＮＩＴＥＥＬＥＭＥＮＴ￥ＸｕＸｉｎｇ（徐兴）ＬｉｎｇＤａｏｓｈｅｎｇ（凌道盛）ＤｕＱｉｎｇｈｕａ（杜庆华）ＤｉｎｇＨａｏｊｉａｎｇ（丁皓江）（ＺｈｅｊｉａｎｇＵｎｉｖｅｒｓｉｔｙ．Ｈａｎｇｚｈｏｕ３１００２７．Ｐ．...     

Quasi-optimal complexity of adaptive finite element method for linear elasticity problems in two dimensions

This paper introduces an adaptive finite element method (AFEM) using the newest vertex bisection and marking exclusively according to the error estimator without special treatment of oscillation. By the combination of the global lower bound and the localized upper bound of the posteriori error estimator, perturbation of oscillation, and cardinality of the marked element set, it is proved that the AFEM is quasi-optimal for linear elasticity problems in two dimensions, and this conclusion is verified by the numerical examples.     

A control volume finite element method for three-dimensional three-phase flows

A novel control volume finite element method with adaptive anisotropic unstructured meshes is presented for three-dimensional three-phase flows with interfacial tension. The numerical framework consists of a mixed control volume and finite element formulation with a new P₁DG-P₂ elements (linear discontinuous velocity between elements and quadratic continuous pressure between elements). A “volume of fluid” type method is used for the interface capturing, which is based on compressive control volume advection and second-order finite element methods. A force-balanced continuum surface force model is employed for the interfacial tension on unstructured meshes. The interfacial tension coefficient decomposition method is also used to deal with interfacial tension pairings between different phases. Numerical examples of benchmark tests and the dynamics of three-dimensional three-phase rising bubble, and droplet impact are presented. The results are compared with the analytical solutions and previously published experimental data, demonstrating the capability of the present method.