双参数任意四边形非协调板元的构造及收敛性分析

本文利用双参数有限元方法[1]构造出十二参和十三参任意四边形板元，并对其收敛性进行分析证明．     

十二参三角形板元

九参三角形板元的研究工作已有不少,但十二参三角形板元还较少见报道。唐立民等利用他们创立的拟协调方法构造一个十二参三角形拟协调元,节点参数是单元三个顶点上的函数值和两个一阶偏导数值及三边中点上的外法向导数值,他们是用力学方法构     

一类八自由度矩形板元

本文构造了一类新的八自由度非协调矩形板元，并利用它构造了一类新的十二参矩形板元，证明了它们的收敛性，同时分析了八自由度矩形元同不完全双二次非协调板元的关系．     

对称形式的双参数梯形板元

本文利用双参数有限元方法的基本理论,通过对已有单元的改进,构造了一个具有对称形式的十二参梯形板元,其收敛效果同传统矩形板元一样,这放松了对剖分的要求,拓宽了应用范围,更具有实用价值。     

具有几何对称性的12参数矩形板元

1 引言 三角形板元中,形式最简单的是九参数元,节点参数是单元三个顶点上的函数值和两个一阶偏导数值,非协调九参三角形板元的研究取得了丰硕成果,根据不同方法已构造出多种收敛性能好的单元.相比之下,矩形板元的研究较少见报道.矩形板元中形式最简单的是12参元,节点参数是单元4个顶点上的函数值和两个一阶偏导数值,这类似于九参三角形板元.常见的12参矩形板元是ACM元,其形函数空间是完整3次多项式空间加上两个4次多项式的基函数,ACM元是C°元,但位移形函数的外法向导数平均值在单元间不连续,这类似于Zienkiewicz九参三角形板元,但由于矩形单元的特殊形状,ACM元是收敛的.龙驭球教授等在[1]中提出一种12参矩形广义协调元,其位移形函数的外法向导数平均值在     

12参双参数矩形板元的误差估计

双参数方法是构造高阶问题有限元的有效方法．以此方法构造的双参数元是一种非标准元，以往文献中只证明了它的收敛性．此文针对具体12参双参数矩形板元给出它的误差估计式，并分析了节点参数的扰动量．文中的分析方法也适合于其它双参数矩形板元的误差估计．     

关于对称双参数12参三角形元的分析

主要是针对双参数12参三角形元的对称化格式作进一步分析,证明了两种形式的等价性.同时指出以往文献中一些错误之处,并弥补其不足。     

BCI-代数的换位元

本文在ＢＣＩ－代数中引入了换位元，证明了换位元的若干重要性质，讨论了换位元与极大元、极小元以及半群之间的关系．     

三角形受限制插值与12参高精度板元

本文讨论三角形上有一定限制条件下的多项式插值问题,并将其应用于构造高精度双参数１２参三角形板元。     

九参拟协调元的直接分析

§1.引言 几年前,唐立民等提出一种构造弹性力学方程离散格式的非常规有限元方法,称之为拟协调元法.用这种方法构造单元刚度阵简单灵活,并有良好的数值精度.张鸿庆在[3]中首先对九参拟协调板元进行了理论分析,证明这个非常规板元实际上等价于一     

An efficient rectangular plate element

A new 12-parameter rectangular plate element is presented by use of the double set parameter method. The error in the energy norm is of orderO(h ² ), one order higher than the commonly used Adini nonconforming element.     

关于高精度12参矩形板元的分析

It is proved that the so-called a set of 12-parameter rectangular plate elements with high accuracy constructed by using double set parameter method and undetermined method are, in fact, the same one; the real shape function space is nothing but the Adini's element's, which has nothing to do with the other high degree terms and leads to a new method for constructing the high accuracy plate elements. This fact has never been seen for other conventional and unconventional, conforming and nonconforming rectangular plate elements, such as Quasi-conforming elements, generalized conforming elements and other double set parameter finite elements. Moreover, such kind of rectangular elements can not be constructed by the conventional finite element methods.     

Uniformly convergent H(div)-conforming rectangular elements for Darcy-Stokes problem

We consider a singular perturbation problem which describes 2D Darcy-Stokes flow.An H(div)-conforming rectangular element,DS-R14,is proposed and analyzed frst.This element has 14 degrees of freedom for velocity and is proved to be uniformly convergent with respect to perturbation constant.We then simplify this element to get another H(div)-conforming rectangular element,DS-R12,which has 12 degrees of freedom for velocity.The uniform convergence is also obtained for this element.Finally,we construct a de Rham complex corresponding to DS-R12 element.     

TRAPEZOIDAL PLATE BENDING ELEMENT WITH DOUBLE SET PARAMETERS

Using double set parameter method, a 12-parameter trapezoidal plate bending element is presented. The first set of degrees of freedom, which make the element convergent, are the values at the four vertices and the middle points of the four sides together with the mean values of the outer normal derivatives along four sides. The second set of degree of freedom, which make the number of unknowns in the resulting discrete system small and computation convenient are values and the first derivatives at the four vertices of the element. The convergence of the element is proved.     

关于九参数双参数元与广义协调元的对称列式

关于九参数双参数元与广义协调元的对称列式石钟慈（中国科学院计算数学与科学工程计算研究所）石东洋（西安交通大学）ＯＮＴＨＥＳＹＭＭＥＴＲＩＣＡＬＦＯＲＭＯＦＴＨＥ９－ＰＡＲＡＭＥＴＥＲＤＯＵＢＬＥＳＥＴＰＡＲＭＥＴＥＲＥＬＥＭＥＮＴＡＮＤＴＨＥＧＥＮＥ...     

一组十二参高精度矩形板元

Abstract. Using the method of undetermined function, a set of 12 parameter rectangular p|atedement with doub[e set parameter and geometry symmetry is constructed. Their consistencyerror are O(h2) , one order higher than the usua[ 12 parameter rectangu|ar p[ate elements.     

关于九参数拟协调板元

1980年以来,唐立民等提出一种拟协调元法,用来构造椭圆型方程的离散格式.粗略地讲,该法将每个单元上的能量表达式所含导数项的面积分(假设问题二维的),用格林公式转化为单元边界上的线积分,然后采用某种数值积分,将线积分进行离散.对只含函数项的面积分,也用相应的数值积分进行离散.用此法计算单元刚度阵,比较简单、灵活.     

四阶椭圆方程的一个十六参数能量正交四面体元(英文)

In this paper,the 16-parameter nonconforming tetrahedral element which has an energy-orthogonal shape function space is presented for the discretization of fourth order elliptic partial differential operators in three spatial dimensions.The newly constructed element is proved to be convergent for a model biharmonic equation.     

Uniform analysis of a stabilized hybrid finite element method for Reissner-Mindlin plates

This paper presents a low order stabilized hybrid quadrilateral finite element method for ReissnerMindlin plates based on Hellinger-Reissner variational principle,which includes variables of displacements,shear stresses and bending moments.The approach uses continuous piecewise isoparametric bilinear interpolations for the approximations of the transverse displacement and rotation.The stabilization achieved by adding a stabilization term of least-squares to the original hybrid scheme,allows independent approximations of the stresses and moments.The stress approximation adopts a piecewise independent 4-parameter mode satisfying an accuracy-enhanced condition.The approximation of moments employs a piecewise-independent 5-parameter mode.This method can be viewed as a stabilized version of the hybrid finite element scheme proposed in [Carstensen C,Xie X,Yu G,et al.A priori and a posteriori analysis for a locking-free low order quadrilateral hybrid finite element for Reissner-Mindlin plates.Comput Methods Appl Mech Engrg,2011,200:1161-1175],where the approximations of stresses and moments are required to satisfy an equilibrium criterion.A priori error analysis shows that the method is uniform with respect to the plate thickness t.Numerical experiments confirm the theoretical results.