一类六参数非协调任意凸四边形单元

本文构造了一类六参数非协调四边形单元,证明由此产生的有限元对任意四边形网格通过Irons分片检查,其收敛效果同Wilson元相当且形状函数的选择不依赖于单元本身。类Wilson元及改进的Wilson任意四边形单元是其中的特例。     

广义协调等参元

本文根据广义协调条件,对平面应力四边形单元提出一个广义协调等参元GC-Q6.单元GC-Q6是对Wilson非协调等参元Q6的一个改进方案:单元Q6只对平行四边形网格情况能通过分片检验,对一般四边形情况却不能通过,而本文的单元GC-Q6则对一般四边形情况也能通过.当单元为平行四边形时,GC-Q6单元即退化为QS单元.算例表明,广义协调等参元的应力精度高于文献中已有的单元,对不规则网格均能保持良好的性态.     

关于不完全双二次非协调板元的收敛性

多年来,工程界普遍认为Irons的分片检验准则是检验非协调元收敛性的一个充要条件。作者在[3,4]中曾对三类四边形无证明了非协调元可以不通过分片检验仍然收敛,可见分片检验并非必要。最近,吴茂庆在[5]中给出了一个八个自由度的不完全双二次矩形板元,其形状函数由矩形四个角点上的函数值与四边中点上的法向导数值确定.这是一个非协调元,形状函数及其一阶偏导数在相邻单元的共同边界上不连续,有点象Morley元.[5]称此非协调元不通过分片检验,但却收敛,并给出收敛速度的一个估计:     

非正则条件下类Wilson元的构造及其应用

本文在非正则性条件下，研究了窄四边形上的类Wilson元。通过参考元上类Wilson元的构造，证明了由此产生的有限元对任意窄四边形剖分通过Irons分片检查，得到了二阶问题的误差估计。结果表明，该单元的收敛性质与Wilson元的类似。     

一个四边形非协调新模式及其收敛性研究

本文给出了一个新的四边形非协调元,利用广义分片检查,对其收敛性进行了研究并给出了应力和位移的误差估计.最后,对弹性力学平面问题做了数值计算.     

一类改进的Wilson任意四边形单元

Wilson元是工程计算中数值效果很好的一种非协调元,但对任意四边形网格却不能收敛。石钟慈要求四边形单元满足对角线中点距离d_k=O(h_k~2),[2]、[3]提出了一个六参数非协调四边形单元。它对任意四边形网格收敛,但其单元上的形状函数非常依赖单元本     

一类新的六参数非协调四边形单元

利用分析ｓｐｅｃｈｔ元的技巧，构造了一类新的非协调四边形单元，并证明由此产生的有限元对任意四边形网格收敛且效果同Ｗｉｌｓｏｎ元．ＱＰ６元是其中的特例     

二阶问题的一个类Wilson非协调元

§1.引言 Wilson元是工程计算中常用的一种非协调元,数值计算效果很好,但是Wilson元对于任意四边形网格却不能收敛.石钟慈在[1]中限制四边形单元剖分,要求四边形单元满足对角线中点距离d_K=o(h_K~2),而[2]—[3]则修改了双线性形式,即在刚度矩阵元素的计算中采用某种数值积分,这两种方法均使得Wilson元达到收敛.另外,通过改变形状函数,[4]—[5]提出了一个六参数非协调四边形单元QP6,它是推广的Wilson元.此元对任意四边形网格能够收敛,但其单元上的形状函数非常依赖单元本身.     

二阶问题的一个类Wilson非协调元

§1.引言 Wilson元是工程计算中常用的一种非协调元,数值计算效果很好,但是Wilson元对于任意四边形网格却不能收敛.石钟慈在[1]中限制四边形单元剖分,要求四边形单元满足对角线中点距离d_K=o(h_K~2),而[2]—[3]则修改了双线性形式,即在刚度矩阵元素的计算中采用某种数值积分,这两种方法均使得Wilson元达到收敛.另外,通过改变形状函数,[4]—[5]提出了一个六参数非协调四边形单元QP6,它是推广的Wilson元.此元对任意四边形网格能够收敛,但其单元上的形状函数非常依赖单元本身.     

轴对称非协调元收敛理论与方法

基于加权Sobolev空间理论,建立了轴对称非协调元收敛准则。首先给出了轴对称非协调元的广义分片检验和F-E-M条件。又给出了一个既可用于检验单元收敛又可用于指导设计单元的轴对称非协调元收敛准则——强分片检验(SPT)。按此收敛准则建立了构造轴对称非协调元的一般方法。     

轴对称问题的Wilson四边形单元

给出了一族轴对称问题的改进Ｗｉｌｓｏｎ元，利用强分片检验证明了其收敛性，讨论了单元函数结构·从而给出了一种构造收敛的轴对称非协调元方法·     

Nonconforming finite element methods on quadrilateral meshes

It is well known that it is comparatively difcult to design nonconforming fnite elements on quadrilateral meshes by using Gauss-Legendre points on each edge of triangulations.One reason lies in that these degrees of freedom associated with these Gauss-Legendre points are not all linearly independent for usual expected polynomial spaces,which explains why only several lower order nonconforming quadrilateral fnite elements can be found in literature.The present paper proposes two families of nonconforming fnite elements of any odd order and one family of nonconforming fnite elements of any even order on quadrilateral meshes.Degrees of freedom are given for these elements,which are proved to be well-defned for their corresponding shape function spaces in a unifying way.These elements generalize three lower order nonconforming fnite elements on quadrilaterals to any order.In addition,these nonconforming fnite element spaces are shown to be full spaces which is somehow not discussed for nonconforming fnite elements in literature before.     

A convergence condition for the quadrilateral Wilson element

Summary The paper deals with the convergence properties of the nonconforming quadrilateral wilson element which violates the patch test. The convergence of the element is proved under a certain condition on mesh subdivisions without any modifications of the variational formulation. This result extends the range of applicability of Wilson's element. The necessity of the proposed condition is also discussed.This work was written while the author was visiting the University of Frankfurt, Federal Republic of Germany, on a grant by the Alexander von Humboldt Foundation     

Axisymmetric nonconforming element method and its convergence analysis

By virtue of the weighted Sobolev space theory, three convergence tests of the axisyrnmetric nonconforming element method are established. They consist of the generalized patch test, the F-E-M test and a test which could be used conveniently, called the strong patch test (SPT). In the light of SPT, a class of axisymmetric nonconforming elements is established.     

Nonconforming rotated Q_1 element on non-tensor product anisotropic meshes

In this paper, we consider the nonconforming rotated Q1 element for the second order elliptic problem on the non-tensor product anisotropic meshes, i.e. the anisotropic affine quadrilateral meshes. Though the interpolation error is divergent on the anisotropic meshes, we overcome this difficulty by constructing another proper operator. Then we give the optimal approximation error and the consistency error estimates under the anisotropic affine quadrilateral meshes. The results of this paper provide some hints to derive the anisotropic error of some finite elements whose interpolations do not satisfy the anisotropic interpolation properties. Lastly, a numerical test is carried out, which coincides with our theoretical analysis.     

A Nonconforming Arbitrary Quadrilateral Finite Element Method for Approximating Maxwell's Equations

The main aim of this paper is to provide convergence analysis of Quasi-Wilson nonconforming finite element to Maxwell's equations under arbitrary quadrilateral meshes.The error estimates are derived,which are the same as those for conforming elements under conventional regular meshes.