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1.
12参双参数矩形板元的误差估计   总被引:1,自引:0,他引:1  
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.  相似文献   

2.
Specht九参数板元的分析   总被引:10,自引:3,他引:10  
石钟慈  陈绍春 《计算数学》1989,11(3):312-318
Zienkiewicz 九参数的不协调三角形板元以单元顶点上的函数值和两个一阶偏导数值作为节点参数,形式简单,总体自由度少,但它只对特殊剖分才收敛,不便于实际应用.后来相继出现一些对 Zienkiewicz元的改进形式,如拟协调元,TRUNC元,广义协调元等.这是一类非常规的有限元,均为三结点九参数三角形元.从常规有限元  相似文献   

3.
应用三维EQ1rot元、三维Crouzeix-Raviart元、八节点等参数元、四面体线性元计算三维Poisson方程的近似特征值.计算结果表明:三维EQ1rot元和三维Crouzeix-Raviart元特征值下逼近准确特征值,八节点等参数元、四面体线性元特征值上逼近准确特征值,三维EQr1ot元和三维Crouzeix-Raviart元外推特征值下逼近准确特征值.计算结果还表明三维Crouzeix-Raviart元是一种计算效率较高的非协调元.  相似文献   

4.
具有几何对称性的12参数矩形板元   总被引:6,自引:1,他引:5  
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  相似文献   

5.
<正>在高中数学中,经常出现含有参数的某些函数、方程、不等式,并要求确定参数的取值范围,此时常常会用到参变分离法.所谓参变分离,是指在等式或不等式中含有两个字母,一个视为变量,另一个视为参数,可以利用等价变形,使得参数与变量分离于等式或不等式的两端,从而转化为主元函数值域的求解.下面以南京市2016-2017学年度第一学  相似文献   

6.
拟协调元的位移函数及节点误差   总被引:2,自引:0,他引:2  
直接从拟协调元的应变关系式出发,构造具有明确物理意义的幂级数形式的位移函数,从而得出拟协调元的常应变和线性应变系数是唯一确定的,它只能收敛到常应变的结论;刚性位移项可采用多种构造方法,不同的方法得出的节点参数与单元的本身的节点参数存在不同阶次的误差,这与常规位移法有限元不同。  相似文献   

7.
关于Morley元的误差估计   总被引:17,自引:3,他引:17  
石钟慈 《计算数学》1990,12(2):113-118
§1.引言 解薄板弯曲问题的三角形Morley元是六十年代出现的一种非协调元,它的形函数是完整的二次多项式,节点参数是单元顶点上的三个函数值及三边中点上的法向导数值.由于板弯曲问题的常应变是二次多项式,所以这是一个参数最少的非协调板元.由  相似文献   

8.
由《数学通报》编辑部组织专家编写的《数学高考研究与复习》按高考改革精神修改后,将于2000年7月底第七次印刷发行.1.文,理不分科,以理科的高考要求为基础编写;2.此套书仍分为两本,第一本定价20元,第二本为练习册定价12元.3.进一步加强了此套书的科学性,实用性和准确性,在去年已达到出版书籍规定的优秀标准后,今年的差错率将进一步降低.一次邮购1—10套一次邮购11—50套一次邮购51—100套一次邮购101—300套一次邮购300套以上每套37元(含5元邮挂费)每套32元(免邮挂费,下同)每套30元每套27元每套25元  汇款请寄:100875 北京师范大学《数…  相似文献   

9.
九参数广义协调元的收敛性   总被引:11,自引:4,他引:11  
石钟慈  陈绍春 《计算数学》1991,13(2):193-203
众知周所,解板弯曲问题的Zienkiewicz不协调三次元只对特殊的单元剖分才收敛.但由于这种元采用单元顶点的函数值及二个一阶导数值作为节点参数,计算简单,总体自由度少,所以相继出现一些对Zienkiewicz元的改进形式,使之对任意剖分均收敛,如拟协调元,TRUNC元,Specht元.对这些元的分析见[7—9].最近龙  相似文献   

10.
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  相似文献   

11.
In this paper we give a convergence theorem for non C^0 nonconforming finite element to solve the elliptic fourth order singular perturbation problem. Two such kind of elements, a nine parameter triangular element and a twelve parameter rectangular element both with double set parameters, are presented. The convergence and numerical results of the two elements are given.  相似文献   

12.
Our aim in this paper is to introduce a modified viscosity implicit rule for finding a common element of the set of solutions of variational inequalities for two inverse-strongly monotone operators and the set of fixed points of an asymptotically nonexpansive mapping in Hilbert spaces. Some strong convergence theorems are obtained under some suitable assumptions imposed on the parameters. As an application, we give an algorithm to solve fixed point problems for nonexpansive mappings, variational inequality problems and equilibrium problems in Hilbert spaces. Finally, we give one numerical example to illustrate our convergence analysis.  相似文献   

13.
Real life reaction–diffusion problems are characterized by their inherent or externally induced uncertainties in the design parameters. This paper presents a finite element solution of reaction–diffusion equations of Wick type. Using the Wick-product properties and the Wiener–Itô chaos expansion, the stochastic variational problem is reformulated to a set of deterministic variational problems. To obtain the chaos coefficients in the corresponding deterministic reaction–diffusion, we implement the usual Galerkin finite element method using standard techniques. Once this representation is computed, the statistics of the numerical solution can be easily evaluated. Computational results are shown for one- and two-dimensional test examples.  相似文献   

14.
15.
蔡钢 《数学学报》2019,62(5):765-776
本文在Hilbert空间上引入了一个新的粘性迭代算法,找到了关于两个逆强单调算子的变分不等式问题的解集与非扩张映射的不动点集的公共元.通过修改的超梯度算法,得到了强收敛定理,也给出了一个数值例子.所得结果改进了许多最新结果.  相似文献   

16.
We study numerical methods for a mixed Stokes/Darcy model in porous media applications. The global model is composed of two different submodels in a fluid region and a porous media region, coupled through a set of interface conditions. The weak formulation of the coupled model is of a saddle point type. The mixed finite element discretization applied to the saddle point problem leads to a coupled, indefinite, and nonsymmetric linear system of algebraic equations. We apply the preconditioned GMRES method to solve the discrete system and are particularly interested in efficient and effective decoupled preconditioning techniques. Several decoupled preconditioners are proposed. Theoretical analysis and numerical experiments show the effectiveness and efficiency of the preconditioners. Effects of physical parameters on the convergence performance are also investigated.  相似文献   

17.
In this paper, we introduce an inertial subgradient-type algorithm to find the common element of fixed point set of a family of nonexpansive mappings and the solution set of the single-valued variational inequality problem. Under the assumption that the mapping is monotone and Lipschitz continuous, we show that the sequence generated by our algorithm converges strongly to some common element of the fixed set and the solution set. Moreover, preliminary numerical experiments are also reported.  相似文献   

18.
19.
A hybrid numerical model is developed for the simulation of three-dimensional, unsteady non-Darcy flow through an unconfined aquifer. The major problem in analysing flow through unconfined aquifers is that they involve two boundaries, namely a surface of seepage and a free surface, the location of which is not known beforehand. The model that is presented here determines these boundaries via a two stage modelling technique. In the first stage a one-dimensional finite difference model is used to estimate the surface of seepage height whereas in the second stage a vertically integrated finite element model determines the free surface solution within the flow domain. A comparison between numerical and experimental results is included which indicates the sensitivity of the numerical solution to the selected aquifer parameters, particularly to those associated with the determination of the height of the surface of seepage.  相似文献   

20.
We study numerical semigroups S with the property that if m is the multiplicity of S and w(i) is the least element of S congruent with i modulo m, then 0 < w(1) < ... < w(m − 1). The set of numerical semigroups with this property and fixed multiplicity is bijective with an affine semigroup and consequently it can be described by a finite set of parameters. Invariants like the gender, type, embedding dimension and Frobenius number are computed for several families of this kind of numerical semigroups. This paper was supported by the project BFM2000-1469. The fourth author wishes to acknowledge support from the Universidade de Evora and the CIMA-UE.  相似文献   

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