抛物型积分微分方程的非协调Wilson元方法

该文首次研究了一类非线性抛物积分微分方程的非协调四边形Ｗｉｌｓｏｎ元方法，提出了它的连续时间ＧａｌｅｒＫｉｎ逼近格式，并获得了最优Ｈ′和Ｌ２误差估计．     

四节点元和八节点元h—收敛的比较

本文从理论上比较了四边形四节点元和四边形八节点元的ｈ－收敛性，得出八节点元较四节点元有较快收敛率的结论，并通过算例进行了验证。     

四节点元和八节点h－收敛的比较

本文从理论上比较了四边形四节点元和四边形八节点元的ｈ－收敛性，得出八节点元较四节点元有较快收敛率的结论．并通过算例进行了验证．     

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。     

四边形的余弦定理与六点问题

如图 1,在四边形ＡＢＣＤ中 ,设ＤＡ =ａ ,ＡＢ =ｂ ,ＢＣ =ｃ,ＣＤ =ｄ ,∠ＤＡＢ =α ,∠ＡＢＣ =β ,则有图 1　四边形ｄ2 =ａ2 ｂ2 ｃ2 - 2ａｂｃｏｓα- 2ｂｃｃｏｓβ 2ａｃｃｏｓ(α β) .这就是四边形的余弦定理 .证明很简单 ,把四边形ＡＢＣＤ放入直角坐标系 ,则有Ａ( 0 ,0 ) ,Ｂ(ｂ ,0 ) ,Ｃ (ｂ ｃｃｏｓ(π - β) ,ｃｓｉｎ(π - β) ) ,Ｄ( -ａｃｏｓ(π -α) ,ａｓｉｎ(π -α) ) .由此 ,并利用三角公式 ,容易得到结论 .具体推导见文 [1] .我们利用四边形余弦定理证明 :若平面上六点组成一凸六边形 ,最大边与最小边之…     

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。     

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.     

构造任意非协调四边形单元的新模式

通过对Q4元增加一个非协调高阶项．构造了一类新的非协调四边形单元，并证明由此产生的单元对任意四边形网格通过Irons分片检查和广义分片检查，且形状函敷不依赖于单元本身．QM5是其中的一个特例．数值结果表明，该类单元有很好的收敛效果．     

Nonconforming tetrahedral finite elements for fourth order elliptic equations

This paper is devoted to the construction of nonconforming finite elements for the discretization of fourth order elliptic partial differential operators in three spatial dimensions. The newly constructed elements include two nonconforming tetrahedral finite elements and one quasi-conforming tetrahedral element. These elements are proved to be convergent for a model biharmonic equation in three dimensions. In particular, the quasi-conforming tetrahedron element is a modified Zienkiewicz element, while the nonmodified Zienkiewicz element (a tetrahedral element of Hermite type) is proved to be divergent on a special grid.

     

A stabilized mixed formulation for finite strain deformation for low-order tetrahedral solid elements

A stabilized mixed finite element formulation for four-noded tetrahedral elements is introduced for robustly solving small and large deformation problems. The uniqueness of the formulation lies within the fact that it is general in that it can be applied to any type of material model without requiring specialized geometric or material parameters. To overcome the problem of volumetric locking, a mixed element formulation that utilizes linear displacement and pressure fields was implemented. The stabilization is provided by enhancing the rate of deformation tensor with a term derived using a bubble function approach. The element was implemented through a user-programmable element of the commercial finite element software ANSYS. Using the ANSYS platform, the performance of the element was evaluated by comparing the predicted results with those obtained using mixed quadratic tetrahedral elements and hexahedral elements with a B-bar formulation. Based on the quality of the results, the new element formulation shows significant potential for use in simulating complex engineering processes.     

ON THE ACCURACY OF THE QUASICONFORMING AND GENERALIZED CONFORMING FINITE ELEMENTS

It is observed in practice that the numerical accuracy of the two unconventional plate elements, i. e., the nine parameter quasi-conforming and generalized conforming elements, is better than that of the usual Zienkiewicz in compatible cubic element and of a new element proposed recently by Specht, although all these elements have the same asymptotical rate of convergence O(h) in the energy norm. In the paper a careful error analysis for the quasi-conforming and generalized conforming elements is given. It is shown that the consistency error due to nonconformity of the two unconventional elements is of order O(h~2), one order high than that of other conventional nonconforming elements with nine parameters.     

On the connection between some linear triangular Reissner-Mindlin plate bending elements

Summary. We consider three triangular plate bending elements for the Reissner-Mindlin model. The elements are the MIN3 element of Tessler and Hughes [19], the stabilized MITC3 element of Brezzi, Fortin and Stenberg [5] and the T3BL element of Xu, Auricchio and Taylor [2, 17, 20]. We show that the bilinear forms of the stabilized MITC3 and MIN3 elements are equivalent and that their implementation may be simplified by using numerical integration of reduced order. The T3BL element is shown to be essentially the same as the MIN3 and stabilized MITC3 elements with reduced integration. We finally introduce a general stabilized finite element formulation which covers all three methods. For this class of methods we prove the stability and optimal convergence properties. Received November 4, 1996 / Revised version received May 29, 1997 / Published online January 27, 2000     

Weak complemented and weak invertible elements in <Emphasis Type="Italic">C</Emphasis>-lattices

In this paper, we prove that an indecomposable M-lattice is either a principal element domain or a special principal element lattice. Next, we introduce weak complemented elements and characterize reduced M-lattices in terms of weak complemented elements. We also study weak invertible elements and locally weak invertible elements in C-lattices and characterize reduced Prüfer lattices, WI-lattices, reduced almost principal element lattices, and reduced principal element lattices in terms of locally weak invertible elements.     

一族新的三维体元——混合刚度有限元

对于三维连续介质的有限元分析,一个通用的二次有限单元体是所谓20节点等参元.尽管这个元素已富有成效地被普遍应用,但是,它需要的节点自由度太多与其达到的二次多项式的逼近精度却十分不相称,显得计算效率很低.基于混合刚度有限元法的一     

Three-dimensional finite/infinite elements analysis of fluid flow in porous media

Fluid flow in naturally fractured porous media can always be regarded as an unbounded domain problem and be better solved by finite/infinite elements. In this paper, a three-dimensional two-direction mapped infinite element is generated and combined with conventional finite elements and one direction infinite element to simulate poroelasticity. Therefore, the entire semi-infinite domain can be included in the numerical analysis. Both single- and dual-porosity porous media are considered. For the purpose of validation, we compare the results of finite/infinite elements with those of finite elements under two extreme boundary conditions. The comparison indicated that mapped infinite element is an appropriate approach to model fluid flow in porous media and provides an intermediate solution.     

The index for Fredholm elements in a Banach algebra via a trace II

We show that the index defined via a trace for Fredholm elements in a Banach algebra has the property that an index zero Fredholm element can be decomposed as the sum of an invertible element and an element in the socle. We identify the set of index zero Fredholm elements as an upper semiregularity with the Jacobson property. The Weyl spectrum is then characterized in terms of the index.     

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...